Skip to main content
Log in

Stability and Serviceability Assessment of Reinforced Earth Retaining Structures: A State-of-the-Art and Way Forward

  • State of the Art/Practice Paper
  • Published:
International Journal of Geosynthetics and Ground Engineering Aims and scope Submit manuscript

Abstract

This paper reviews the previous studies on mechanically stabilized earth (MSE) wall, soil nail (SN) wall, and hybrid earth retaining structures (HERS) to provide a critical appraisal and state-of-the-art review followed by way forward regarding recommendations on the analysis, design, and practice. The first part of the paper deals with the brief review of the deterministic and reliability analyses of the MSE and SN walls. The second part presents the review of the literature related to the HERS, which consists of MSE over SN wall and shored MSE and narrow MSE walls. Even though the HERS are alternative to the MSE and SN walls and are especially effective in hilly terrains, they are not yet that popular owing to the lack of well-established design guidelines and construction procedures. A limited number of studies have been available in the literature on the HERS from the deterministic and probabilistic perspectives and are not available in the main-stream publications. Due to uncertainties of the material parameters of the soil and geo-synthetics, realistic and accurate prediction of the behavior of the reinforced earth retaining structures is very necessary and accordingly the studies reported on reliability studies are reviewed and presented. In the current design practice, the HERS are conservatively designed using guidelines developed for the MSE and SN walls. Therefore, there is a need to develop comprehensive analysis and design procedures for the safe and economical design of HERS.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1

Similar content being viewed by others

Availability of data and materials

The authors confirm that the data supporting the findings of this study are available within the article.

References

  1. Vidal H (1969) The principle of reinforced earth. Highway Research Record No.: 282.NCR-HRB, Washington, D.C.

  2. Berg RR, Christopher BR, Samtani NC (2009) Design of mechanically stabilised earth walls and reinforced soil slopes, Volumes I and II, Geotechnical Engineering Circular No. 11, Report No. FHWA-NHI-10-024, Federal Highway Administration, Washington, DC

  3. NCMA (2009) Design Manual for Segmental Retaining Walls. In: Bernardi M (eds) National Concrete Masonry Association, Herndon

  4. WSDOT (2006) Geotechnical Design Manual, M 46-03, Chapter 15: Abutments, retaining walls, and reinforced slopes. Washington State Department of Transportation, Olympia, Washington

  5. Geoguide 7 (2008) Guide to soil nail design and construction. The Government of the Hong Kong Special Administrative Region

  6. AASHTO (2020) LRFD Bridge Design Specifications. American Association of State Highway and Transportation Officials, Washington, DC

  7. IRC:SP:102 (2014) Guidelines for design and construction of reinforced soil walls. Indian Roads Congress

  8. Rabi M (2016) Performance of hybrid MSE/soil nail walls using numerical analysis and limit equilibrium approaches. HBRC J 12:63–70

    Article  Google Scholar 

  9. Bastick MJ (1990) Reinforced earth narrow walls and abutments correlation of measured performance with design. In: Proceedings of Performance of Reinforced Soil, British Geotechnical Society, Glasgow, pp 59–63

  10. Turner JP, Jensen WG, Wolosick J, Falk M (1999) Soil nail and MSE wall for stabilization of the elbow fill slide, Snake River Canyon, Wyoming. In: Proceedings of 50th annual highway geology symposium, Roanoke, pp 232–246

  11. Alexiew D (2004) Solving landslide problems by combined and geosynthetic reinforced systems. In: Proceedings of 9th international symposium on landslides, Rio de Janeiro, pp 1713–1717

  12. Ziai F, Paris A (2004) Review and design approach of a retaining structure built against and connected to a nailed embankment. In: Proceedings of 3rd European geosynthetics conference, Munich, pp 1–4

  13. Bergmann T, Smith ACS (2007) Design and construction of a composite nailed and mechanically stabilized embankment structure across a talus slope. In: Proceedings of 5th international symposium on earth reinforcement, Fukuoka, pp 701–706

  14. Freitag N, Smith ACS, Maritz LHJ (2007) An innovative connection between a nailed slope and an MSE structure: application at Sishen mine, RSA. In: Proceedings of 5th international symposium on earth reinforcement, Fukuoka, pp 141–146

  15. Fan CC, Hsieh CC (2009) Design of a hybrid reinforced earth embankment for roadways in mountainous regions. In: Proceedings of GeoHunan international conference, Hunan, pp 133–144

  16. Fan CC, Hsieh CC (2011) The mechanical behaviour and design concerns for a hybrid reinforced earth embankment built in limited width adjacent to a slope. Comput Geotech 38:233–247

    Article  Google Scholar 

  17. Wood TA, Jayawickrama PW, Lawson WD (2009) Instrumentation and monitoring of an MSE/soil nail hybrid retaining wall. In: Proceedings of international foundation congress and equipment expo, Florida, pp 177–184

  18. Fan CC, Hsiao CF (2011) Field performance of a hybrid reinforced earth embankment built adjacent to a slope with narrow fill space. J Geo-Eng 6:47–62

    Google Scholar 

  19. Tavakolian R, Grien M (2011) Narrow shored reinforced earth wall with friction based reinforcing strip connection, as an innovative solution to expand urban highways. In: Proceedings of geo-frontiers, Texas, pp 3469–3476

  20. Durgunoglu HT, Sahin A, Akcakal O (2013) A case study on the use of flexible earth retaining structure in instable slopes. In: Proceedings of 7th international conference on case histories in geotechnical engineering, USA, pp 1–5

  21. Kerfontain S, Sankey J, Freitag N, Lucas E (2016) A fully geosynthetic shored reinforced earth wall. In: Proceedings of 3rd Pan-American conference on geosynthetics, Miami, pp 1–11

  22. Leflaive E (1988) Durability of geotext: the French experience. Geotext Geomembr 7:23–31

    Article  Google Scholar 

  23. Puig J, Blivet JC, Pasquet P (1977) Remblai Armé avec un Textile Synthétiqu. In: Proceedings of the international conference on the use of fabrics in geotechnics, Paris, pp 85–90 (French)

  24. Christopher BR, Gill SA, Giroud JP, Juran I, Mitchell JK, Schlosser F, Dunnicliff J (1990) Reinforced soil structures vol. 1: design and construction guidelines. Federal Highway Administration, USA, Report No.: FHWA-RD-89-043

  25. NGG (2005) Nordic guidelines for reinforced soils and fills. Nordic Geosynthetic Group, Nordic Industrial Fund

  26. PWRC (2000) Design and construction manual of geosynthetics reinforced soil, (revised version). Public Works Research Center, Tsukuba

    Google Scholar 

  27. CFEM (2006) Canadian Foundation Engineering Manual. Canadian Geotechnical Society, Richmond

  28. BS 8006-1 (2010) Code of practice for strengthened/reinforced soils and other fills. British Standards Institution, London

  29. BS 8006-2 (2010) Code of practice for strengthened/reinforced soils Part 2: Soil nail design. British Standards Institution, London

  30. Anderson PL, Gladstone RA, Sankey JE (2012) State of the practice of MSE wall design for highway structures. In: Proceedings of geo-congress, California, pp 443–463

  31. Villalobos SA, Villalobos FA (2021) Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods. Transp Geotech 26:100454

    Article  Google Scholar 

  32. Claybourn AF, Wu JTH (1993) Geosynthetic-reinforced soil wall design. Geotext Geomembr 12:707–724

    Article  Google Scholar 

  33. Rowe RK, Ho SK (1993) A review of the behavior of reinforced soil walls. In: Proceedings of international symposium on earth reinforcement practice, Balkema, pp 801–830

  34. Krahn J (2003) The 2001 R.M. Hardy Lecture: the limits of limit equilibrium analyses. Can Geotech J 40:643–660

    Article  Google Scholar 

  35. Allen TM, Bathurst RJ (2013) Comparison of working stress and limit equilibrium behavior of reinforced soil walls. In: Proceedings of geo-congress, San Diego, pp 2–15

  36. Zienkiewicz OC, Humpheson C, Lewis RW (1975) Associated and non-associated visco-plasticity and plasticity in soil mechanics. Géotechnique 25:671–689

    Article  Google Scholar 

  37. Matsui T, San KC (1992) Finite element slope stability analysis by shear strength reduction technique. Soils Found 32:59–70

    Article  Google Scholar 

  38. Ugai K, Leshchinsky D (1995) Three-dimensional limit equilibrium and finite element analyses: a comparison of results. Soils Found 35:1–7

    Article  Google Scholar 

  39. Griffiths DV, Lane PA (1999) Slope stability analysis by finite elements. Géotechnique 49:387–403

    Article  Google Scholar 

  40. Dawson EM, Roth WH, Drescher A (1999) Slope stability analysis by strength reduction. Géotechnique 49:835–840

    Article  Google Scholar 

  41. Cheng YM, Lansivaara T, Wei WB (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Comput Geotech 34:137–150

    Article  Google Scholar 

  42. Mirmoradi S, Ehrlich M (2014) Modeling of the compaction-induced stresses in numerical analyses of GRS walls. Int J Comput Methods 11:1342002

    Article  Google Scholar 

  43. Mirmoradi S, Ehrlich M (2015) Numerical evaluation of the behavior of GRS walls with segmental block facing under working stress conditions. J Geotech Geoenviron Eng 141:04014109

    Article  Google Scholar 

  44. Mirmoradi S, Ehrlich M (2018) Numerical evaluation of compaction-induced stress for the analysis of RS walls under working conditions. Geotext Geomembr 46:354–365

    Article  Google Scholar 

  45. Djabri M, Benmebarek S (2016) FEM analysis of back-to-back geosynthetic-reinforced soil retaining walls. Int J Geosynth Ground Eng 3:1–8

    Google Scholar 

  46. Cristelo N, Felix C, Lopes ML, Dias M (2016) Monitoring and numerical modelling of an instrumented mechanically stabilized earth wall. Geosynth Int 23:48–61

    Article  Google Scholar 

  47. Capilleri PP, Ferraiolo F, Motta E, Scotto M, Todaro M (2019) Static and dynamic analysis of two mechanically stabilized earth walls. Geosynth Int 26:26–41

    Article  Google Scholar 

  48. Mirmoradi SH, Ehrlich M, Chinchay P, Dieguez C (2019) Evaluation of the combined effect of facing inclination and uniform surcharge on GRS walls. Geotext Geomembr 47:685–691

    Article  Google Scholar 

  49. Abdelouhab A, Dias D, Freitag N (2011) Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips. Geotext Geomembr 29:116–129

    Article  Google Scholar 

  50. Yu Y, Bathurst RJ, Allen TM, Nelson R (2016) Physical and numerical modelling of a geogrid-reinforced incremental concrete panel retaining wall. Can Geotech J 53:1–19

    Article  Google Scholar 

  51. Ling HI, Leshchinsky D (2003) Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls. Geosynth Int 10:77–104

    Article  Google Scholar 

  52. Hatami K, Bathurst RJ (2005) Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions. Can Geotech J 42:1066–1085

    Article  Google Scholar 

  53. Guler E, Hamderi M, Demirkan MM (2007) Numerical analysis of reinforced soil retaining wall structures with cohesive and granular backfills. Geosynth Int 14:330–345

    Article  Google Scholar 

  54. Huang B, Bathurst RJ, Hatami V (2009) Numerical study of reinforced soil segmental walls using three different constitutive soil models. J Geotech Geoenviron Eng 135:1486–1498

    Article  Google Scholar 

  55. Damians IP, Bathurst RJ, Josa A, Lloret A (2015) Numerical analysis of an instrumented steel-reinforced soil wall. Int J Geomech 15:04014037

    Article  Google Scholar 

  56. Baral P, Bergado DT, Duangkhae S (2016) The use of polymeric and metallic geogrid on a full-scale MSE wall/embankment on hard foundation: a comparison of field data with simulation. Int J Geo-Eng 7:7–20

    Article  Google Scholar 

  57. Ling HI, Xu L, Leshchinsky D, Collin JG, Rimoldi P (2016) Centrifugal modeling of reinforced soil retaining walls considering staged construction. In: Proceedings of Geo-Chicago, Chicago, pp 95–105

  58. Scotland I (2016) Analysis of horizontal deformations to allow the optimisation of geogrid reinforced structures. Dissertation, Loughborough University, England

  59. Koerner RM, Koerner GR (2018) An extended data base and recommendations regarding 320 failed geosynthetic reinforced mechanically stabilized earth (MSE) walls. Geotext Geomembr 46:904–912

    Article  Google Scholar 

  60. Hermann LR, Al-Yassin Z (1978) Numerical analysis of reinforced soil systems. In: Proceedings of symposium on earth reinforcement, USA, pp 428–457

  61. Gourc JP, Ratel A, Delmas P (1986) Design of fabric retaining walls: the displacements method. In: Proceedings of 3rd international conference on geotextiles and geomembranes, Vienna

  62. Gourc JP, Gotteland P, Delmas P (1988) Design of geosynthetic retaining walls: Displacements method and two blocks method. Comparison and charts. In: Proceedings of international geotechnical symposium on theory and practice of earth reinforcement, Fukuoka, pp 517–522

  63. Adib ME. Internal lateral earth pressure in earth walls (1988) Dissertation, University of California, Berkeley

  64. Giroud JP (1989) Geotextile engineering workshop-Design examples. Federal Highway Administration, Washington, D.C., USA, Report No.: FHWA-HI-89-002

  65. Jewell RA, Milligan GW (1989) Deformation calculation for reinforced soil walls. In: Proceedings of 12th International conference on soil mechanics and foundation engineering, Rio de Janeiro, pp 1259–1262

  66. O’Rourke TD, Jones CJFP (1990) Overview of earth retention systems: 1970–1990. In: Proceedings of design and performance of earth retaining structures, pp 22–51

  67. Christopher BR (1993) Deformation response and wall stiffness in relation to reinforced soil wall design. Dissertation, Purdue University, Indiana

  68. Chew SH, Mitchell JK (1994) Deformation evaluation procedure for reinforced soil walls. In: Proceedings of 5th international conference on geotext, geomembr and related products, Singapore, pp 171–176

  69. Wu JTH (1994) Design and construction of low cost retaining walls: The next generation in technology. Colorado Transportation Institute, Denver, Report No.: CTI-UCD-1-94

  70. Lee WF (2000) Internal stability analyses of geosynthetic reinforced retaining walls. Dissertation, University of Washington, USA

  71. Bathurst RJ, Allen TM, Walters DL (2002) Short-term strain and deformation behaviour of geosynthetic walls at working stress conditions. Geosynth Int 9:451–482

    Article  Google Scholar 

  72. Allen TM, Bathurst RJ, Holtz RD, Walters DL, Lee WF (2003) A new working stress method for prediction of reinforcement loads in geosynthetic walls. Can Geotech J 40:976–994

    Article  Google Scholar 

  73. Al Hattamleh O, Muhunthan B (2006) Numerical procedures for deformation calculations in the reinforced soil walls. Geotext Geomembr 24:52–57

    Article  Google Scholar 

  74. Correia AAS, Pinto MIM, Lopes MLC (2011) Design brick faced retaining walls reinforced with Geotext: face deformation. J Geotech Geoenviron Eng 138:629–632

    Article  Google Scholar 

  75. Wu JTH, Pham TQ, Adams MT (2013) Composite behaviour of geosynthetic reinforced soil mass. McLean, Virginia, Report No.: FHWA-HRT-10-077

  76. Liu H, Yang G (2015) Analytical method for the lateral displacements of steel reinforced soil walls on stiff foundations with incremental panel facings. Géotechnique 65:728–739

    Article  Google Scholar 

  77. Scarborough JA (2005) A tale of two walls: Case histories of failed MSE walls. In: Proceedings of geo-frontiers, Texas, pp 1–12

  78. Mahmood T (2009) Failure analysis of a mechanically stabilized earth (MSE) wall using finite element program Plaxis. Dissertation, University of Texas, Arlington

  79. Hossain MS, Kibria G, Khan MS, Hossain J, Taufiq T (2012) Effects of backfill on excessive movement of MSE wall. J Perform Constr Facil 26:793–802

    Article  Google Scholar 

  80. Kibria G, Hossain MDS, Khan MS (2014) Influence of soil reinforcement on horizontal displacement of MSE wall. Int J Geomech 14:130–141

    Article  Google Scholar 

  81. EBGEO (2010) Recommendation for design and analysis of earth structures using geosynthetics, EBGEO. German Geotechnical Society, Ernst and Sohn Berlin

  82. Adams MT, Lillis CP, Wu JTH, Ketchart K (2002) Vegas mini pier experiment and postulate of zero volume change. In: Proceedings of 7th international conference on geosynthetics, Netherlands, pp 389–394

  83. Tatsuoka F (1993) Keynote Lecture: roles of facing rigidity in soil reinforcing. In: Proceedings of international symposium on earth reinforcement practice. Fukuoka, pp 831–870

  84. Ho SK, Rowe RK (1996) Effect of wall geometry on the behaviour of reinforced soil walls. Geotext Geomembr 14:521–541

    Article  Google Scholar 

  85. Leshchinsky D, Vulova C (2001) Numerical investigation of the effects of geosynthetic spacing on failure mechanisms in MSE block walls. Geosynth Int 8:343–365

    Article  Google Scholar 

  86. Liu H (2012) Long-term lateral displacement of geosynthetic-reinforced soil segmental retaining walls. Geotext Geomembr 32:18–27

    Article  Google Scholar 

  87. Rahmouni O, Mabrouki A, Benmeddour D, Mellas M (2016) A numerical investigation into the behavior of geosynthetic-reinforced soil segmental retaining walls. Int J Geotech Eng 10:435–444

    Article  Google Scholar 

  88. Helwany SMB, Reardon G, Wu JTH (1999) Effects of backfill on the performance of GRS retaining walls. Geotext Geomembr 17:1–16

    Article  Google Scholar 

  89. Hatami K, Bathurst RJ, Pietro PD (2001) Static response of reinforced-soil retaining walls with non-uniform reinforcement. Int J Geomech 1:477–506

    Article  Google Scholar 

  90. Holtz RD, Lee WF (2001) Internal stability analysis of geosynthetic reinforced retaining walls. Washington State Dept. of Transportation, Olympia, Final Research Report No.: WA-RD 532.1

  91. Yoo C (2004) Performance of a 6-year-old geosynthetic-reinforced segmental retaining wall. Geotext Geomembr 22:377–399

    Article  Google Scholar 

  92. Kim YS, Won MS (2006) Deformation behaviors of geosynthetic reinforced soil walls on shallow weak ground. In: Proceedings of soil stress-strain behavior: measurement, modeling and analysis, Rome, pp 819–830

  93. Bilgin Ö, Mansour E (2014) Effect of reinforcement type on the design reinforcement length of mechanically stabilized earth walls. Eng Struct 59:663–673

    Article  Google Scholar 

  94. Bilgin Ö, Kim H (2010) Effect of soil properties and reinforcement length on mechanically stabilised earth wall deformations. In: Proceedings of earth retention conference, Washington, pp 556–563

  95. Hatami K, Witthoeft AF, Jenkins LM (2008) Influence of inadequate compaction near the facing on the construction response of wrapped-face MSE walls. Transp Res Rec 2045:85–94

    Article  Google Scholar 

  96. Ehrlich M, Mirmoradi SH, Saramago RP (2012) Evaluation of the effects of compaction on the behavior of geosynthetic-reinforced soil walls. Geotext Geomembr 34:108–115

    Article  Google Scholar 

  97. Zheng YW, Fox PJ, McCartney JS (2018) Numerical simulation of deformation and failure behavior of geosynthetic reinforced soil bridge abutments. J Geotech Geoenviron Eng 144:04018037

    Article  Google Scholar 

  98. Nascimento G, Ehrlich M, Mirmoradi SH (2020) Numerical- simulation of compaction-induced stress for the analysis of RS walls under surcharge loading. Geotextile Geomembr 48:532–538

    Article  Google Scholar 

  99. Ehrlich M, Mirmoradi SH, Tortureli M (2021) Numerical evaluation of backfill compaction behind the face of reinforced soil walls. Proc Inst Civ Eng Geotech Eng 176:74–85

    Article  Google Scholar 

  100. Schmertmann GR, Chew SH, Mitchell JK (1989) Finite element modeling of reinforced soil wall behaviour. University of California, Berkeley, Geotechnical Engineering Report No.: UCB/GT/89-01

  101. Kazimierowicz-Frankowska K (2005) A case study of a geosynthetic reinforced wall with wrap-around facing. Geotext Geomembr 23:107–115

    Article  Google Scholar 

  102. Huang B, Bathurst RJ, Hatami K, Allen TM (2010) Influence of toe restraint on reinforced soil segmental walls. Can Geotech J 47:885–904

    Article  Google Scholar 

  103. Mirmoradi SH, Ehrlich M, Dieguez C (2016) Evaluation of the combined effect of toe resistance and facing inclination on the behavior of GRS walls. Geotext Geomembr 44:287–294

    Article  Google Scholar 

  104. Mirmoradi SH, Ehrlich M, Magalhães LFO (2021) Numerical evaluation of the effect of foundation on the behaviour of reinforced soil walls. Geotext Geomembr 49:619–628

    Article  Google Scholar 

  105. Khosrojerdi M, Xiao M, Qiu T, Nicks J (2016) Evaluation of prediction methods for lateral deformation of GRS walls and abutments. J Geotech Geoenviron Eng 143:06016022

    Article  Google Scholar 

  106. Pramanik R, Mukherjee S, Babu GLS (2022) Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines. Transp Geotech 36:100816

    Article  Google Scholar 

  107. Morsy AM, Zornberg JG, Christipher BR, Leshchinsky D (2020) Lateral displacements in geosynthetic-reinforced soil structures with segmental-block facing systems. In: Proceedings of 4th Pan American conference on geosynthetics, USA

  108. Khosrojerdi M, Xiao M, Qiu T, Nicks J (2020) Prediction equations for estimating maximum lateral displacement and settlement of geosynthetic reinforced soil abutments. Comput Geotech 125:103622

    Article  Google Scholar 

  109. Sayed S, Dodagoudar GR, Rajagopal K (2010) Finite element reliability analysis of reinforced retaining walls. Geomech Geoeng 5:187–197

    Article  Google Scholar 

  110. Wu JTH, Pham TQ (2010) An analytical model for evaluation of compaction-induced stresses in a reinforced soil mass. Int J Geotech Eng 4:549–556

    Article  Google Scholar 

  111. Adams M, Nicks J, Stabile T, Wu JTH, Schlatter W, Hartmann J (2011a) Geosynthetic reinforced soil integrated bridge system interim implementation guide. Federal Highway Administration, Washington, DC, Report No.: FHWA-HRT-11-026

  112. Adams M, Nicks J, Stabile T, Wu JTH, Schlatter W, Hartmann J (2011b) Geosynthetic reinforced soil integrated bridge system synthesis report. Federal Highway Administration, McLean, VA, Report No.: FHWA-HRT-11-027

  113. Allen TM, Bathurst RJ (2015) An improved simplified method for prediction of loads in reinforced soil walls. J Geotech Geoenviron Eng 141:1–14

    Article  Google Scholar 

  114. Lin BH, Yu Y, Bathurst RJ, Liu CN (2016) Deterministic and probabilistic prediction of facing deformations of geosynthetic-reinforced MSE walls using a response surface approach. Geotext Geomembr 44:813–823

    Article  Google Scholar 

  115. Yu Y, Bathurst RJ (2017) Probabilistic assessment of reinforced soil wall performance using response surface method. Geosynth Int 24:524–542

    Article  Google Scholar 

  116. Hamrouni A, Das D, Sbartai B (2018) Reliability analysis of a mechanically stabilized earth wall using the response surface methodology optimized by a genetic algorithm. Geomech Eng 15:937–945

    Google Scholar 

  117. Toufigh V, Pahlavani H (2018) Probabilistic-based analysis of MSE walls using the latin hypercube sampling method. Int J Geomech 18:04018109

    Article  Google Scholar 

  118. Duncan JM (2000) Factors of safety and reliability in geotechnical engineering. J Geotech Geoenviron Eng 126:307–316

    Article  Google Scholar 

  119. Chalermyanont T, Benson C (2004) Reliability-based design for internal stability of mechanically stabilized earth walls. J Geotech Geoenviron Eng 130:163–173

    Article  Google Scholar 

  120. Phoon KK, Kulhawy FH (1999) Characterization of geotechnical variability. Can Geotech J 36:612–624

    Article  Google Scholar 

  121. Phoon KK, Kulhawy FH (1999) Evaluation of geotechnical property variability. Can Geotech J 36:625–639

    Article  Google Scholar 

  122. Phoon KK, Tang C (2019) Characterisation of geotechnical model uncertainty. Georisk Assess Manage Risk Eng Syst Geohazards 13:101–130

    Article  Google Scholar 

  123. Tang C, Phoon KK (2021) Model uncertainties in foundation design, 1st edn. CRC Press Taylor and Francis Group, Boca Raton

    Book  Google Scholar 

  124. Meyerhoff GG (1970) Safety factors in soil mechanics. Can Geotech J 7:349–355

    Article  Google Scholar 

  125. Basheer IA, Najjar YM (1994) Reliability based design of reinforced earth retaining walls. Transp Res Rec 1526:64–78

    Article  Google Scholar 

  126. Basma AA, Barakat SA, Omar MT (2003) Reliability based risk index for the design of reinforced earth structures. Geotech Geol Eng 21:225–242

    Article  Google Scholar 

  127. Chalermyanont T, Benson C (2005) Reliability-based design for external stability of mechanically stabilized earth (MSE) walls. Int J Geomech 5:196–205

    Article  Google Scholar 

  128. Sayed S, Dodagoudar GR, Rajagopal K (2008) Reliability analysis of reinforced soil walls under static and seismic forces. Geosynth Int 15:246–257

    Article  Google Scholar 

  129. Wang L, Powers M, Gong W (2017) Reliability analysis of geosynthetic reinforced soil walls. In: Proceedings of geo-risk, Denver, pp 91–100

  130. Bathurst RJ, Lin P, Allen TM (2019) Reliability based design of internal limit states for mechanically stabilized earth walls using geosynthetic reinforcement. Can Geotech J 56:774–788

    Article  Google Scholar 

  131. Wong FS (1985) Slope reliability and response surface method. J Geotech Eng 111:32–53

    Article  Google Scholar 

  132. Xu B, Low BK (2006) Probabilistic stability analyses of embankments based on finite-element method. J Geotech Geoenviron Eng 132:1444–1454

    Article  Google Scholar 

  133. Bathurst RJ, Yu Y (2018) Probabilistic prediction of reinforcement loads for steel MSE walls using response surface method. Int J Geomech 18:1–13

    Article  Google Scholar 

  134. Wu YC, Liu CN, Lin BH (2020) Reliability based design for deformation targeted segment mechanically stabilized earth wall. J GeoEngin 15:1–11

    Google Scholar 

  135. Kim D, Salgado R (2012a) Resistance factors for MSE wall sliding and overturning checks. In: Proceedings of GeoCongres, California, pp 25–29

  136. Kim D, Salgado R (2012) Load and resistance factors for external stability checks of mechanically stabilized earth walls. J Geotech Geoenviron Eng 138:241–251

    Article  Google Scholar 

  137. Kim D, Salgado R (2012) Load and resistance factors for internal stability checks of mechanically stabilized earth walls. J Geotech Geoenviron Eng 138:910–921

    Article  Google Scholar 

  138. Basha BM, Sivakumar Babu GL (2013) Reliability based LRFD approach for external stability of reinforced soil walls. Indian Geotech J 43:292–302

    Article  Google Scholar 

  139. Basha BM, Babu GLS (2013b) System reliability-based load resistance factor design (LRFD) for external seismic stability of reinforced soil walls. In: Proceedings of ASCE geotechnical special publication, California

  140. Lin P, Bathurst RJ (2018) Reliability-based internal limit states analysis and design of soil nails using different load and resistance models. J Geotech Geoenviron Eng 144:04018022

    Article  Google Scholar 

  141. Bathurst RJ, Allen TM, Nowak AS (2008) Calibration concepts for load and resistance factor design (LRFD) of reinforced soil walls. Can Geotech J 45:1377–1392

    Article  Google Scholar 

  142. Bathurst RJ, Huang B, Allen TM (2012) LRFD calibration of the ultimate pullout limit state for geogrid reinforced soil retaining walls. Int J Geomech 12:399–413

    Article  Google Scholar 

  143. Bathurst RJ, Allen TM, Miyata Y, Javankhoshdel S, Bozorgzadeh N (2019) Performance-based analysis and design for internal stability of MSE walls. Georisk Assess Manage Risk Eng Syst Geohazards 13:214–223

    Article  Google Scholar 

  144. Chalermyanont T, Benson C (2005b) Method to estimate the system probability of failure of mechanically stabilized earth (MSE) walls. In: Proceedings of sessions of the geo-frontiers congress, Texas, pp 1–15

  145. Zevgolisa IE, Bourdeaub PL (2010) System reliability analysis of the external stability of reinforced soil structures. Georisk Assess Manage Risk Eng Syst Geohazards 4:148–156

    Article  Google Scholar 

  146. Zevgolis IE, Bourdeau PL (2017) Reliability and redundancy of the internal stability of reinforced soil walls. Comput Geotech 84:152–163

    Article  Google Scholar 

  147. Mahapatra S, Basha BM, Manna B (2021) System reliability framework for design of MSE walls for vertical expansion of MSW landfills. J Hazard Toxic Radioact Waste 25:04020060

    Article  Google Scholar 

  148. Rabcewicz LV (1964) The new Austrian tunnelling method, Part 1. Water Power 16:453–457

    Google Scholar 

  149. Rabcewicz LV (1964) The new Austrian tunnelling method, Part 2. Water Power 16:511–516

    Google Scholar 

  150. Bruce DA, Jewell RA (1987) Soil nailing: application and practice—Part 2. Gr Eng 20:21–33

    Google Scholar 

  151. Bruce DA, Jewell RA (1986) Soil nailing: application and practice—Part 1. Gr Eng 19:10–15

    Google Scholar 

  152. Watkins AT, Powell GE (1992) Soil nailing to existing slopes as landslip preventive works. In: Proceedings of Hong Kong Engineer, vol 20, pp 20–46

  153. Babu GLS, Rao RS, Dasaka SM (2007) Stabilisation of vertical cut supporting a retaining wall using soil nailing: a case study. Gr Improv 11:157–163

    Article  Google Scholar 

  154. Koerner RM (2015) In-situ stabilization of soil slopes using nailed or anchored geosynthetics. Int J Geosynth Gr Eng 1:1–9

    Google Scholar 

  155. Babu GLS, Jaladurgam R (2015) Rehabilitation of distressed retaining walls using soil nails. In: Proc Inst Civ Eng Gr Improv, pp 22–32

  156. Birchmier M, Lobato C (2014) An innovative case study on the use of launched nails for landslide repair. In: Proceedings of biennial rocky mountain geo-conference, Lakewood, pp 139–147

  157. Rout SK, De M, Mandal AK, Das B (2019) Soil nailing for failed slope stabilization on hilly terrain. In: Proceedings of geotechnics for transportation infrastructure, Singapore, pp 625–638

  158. Zhou YD, Cheuk CY, Tham LG (2009) Numerical modeling of soil nails in loose fill slope under surcharge loading. Comput Geotech 36:837–850

    Article  Google Scholar 

  159. Nowatzki E, Samtani N (2004) Design, construction, and performance of an 18-meter soil nail wall in Tucson, AZ. In: Proceedings of geosupport conference, USA, pp 741–752

  160. Seo HJ, Lee IM, Lee SW (2014) Optimization of soil nailing design considering three failure modes. KSCE J Civ Eng 18:488–496

    Article  Google Scholar 

  161. Cheuk CY, Ng CWW, Sun HW (2005) Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects. Comput Geotech 32:290–303

    Article  Google Scholar 

  162. Kim Y, Lee S, Jeong S, Kim J (2013) The effect of pressure-grouted soil nails on the stability of weathered soil slopes. Comput Geotech 49:253–263

    Article  Google Scholar 

  163. Duncan M, Wright SG (2005) Soil strength and slope stability. Wiley, Hoboken

    Google Scholar 

  164. Singh VP, Babu GLS (2010) 2D Numerical simulations of soil nail walls. Geotech Geol Eng 28:299–309

    Article  Google Scholar 

  165. Sheahan TC, Ho CL (2003) Simplified trial wedge method for soil nailed wall analysis. J Geotech Geoenviron Eng 2:117–124

    Article  Google Scholar 

  166. Stocker M, Korber G, Gassler G, Gudehus G (1979) Soil nailing. In: Proceedings of international conference on soil reinforcement, Paris, pp 469–474

  167. Kim JS, Park CL, Kim JY, Lee SD, Lee SR (1996) A large-scale experimental study of soil-nailed structures. In: Proceedings of international symposium on earth reinforcement, Balkema, pp 775–781

  168. Shen CK, Bang S, Herrmann LR (1981) Ground movement analysis of an earth support system. J Geotech Geoenviron Eng-ASCE 107(12):1609–1624

    Google Scholar 

  169. Juran I, Baudrand G, Farrag K, Elias V (1990) Kinematical limit analysis for design of soil-nailed structures. J Geotech Eng 116:54–72

    Article  Google Scholar 

  170. Plumelle C, Schlosser F (1990) A French national research project on soil nailing: CLOUTERRE. In: Proceedings of international reinforced soil conference glasgow

  171. Basset RA, Last NC (1978) Reinforcing earth below footings and embankments. In: Proceedings of symposium on earth reinforcement, Pittsburgh, pp 202–231

  172. Schlosser F, Unterreiner P (1991) Soil nailing in France; research and practice. Transp Res Rec 1330:72–79

    Google Scholar 

  173. Hajialilue-Bonab M, Razavi SK (2016) A study of soil-nailed wall behaviour at limit states. Proc Inst Civ Eng Gr Improv 169:64–77

    Google Scholar 

  174. Tei K, Taylor RN, Milligan GWE (1998) Centrifuge model tests of nailed soil slopes. Soils Found 38:165–177

    Article  Google Scholar 

  175. Wei WB, Cheng YM (2010) Soil nailed slope by strength reduction and limit equilibrium methods. Comput Geotech 37:602–618

    Article  Google Scholar 

  176. Prashant A, Mukherjee M (2010) Soil nailing for stabilization of steep slopes near railway tracks. Indian Institute of Technology, Kanpur, Research Design and Standard Organisation, Lucknow

  177. Maleki MR, Mahyar M (2012) Effect of nail characteristics on slope stability based on limit equilibrium and numerical methods. Geomech Geoeng 7:197–207

    Article  Google Scholar 

  178. Sanvitale N, Simonini P, Bisson A, Cola S (2013) Role of the facing on the behaviour of soil-nailed slopes under surcharge loading. In: Proceedings of international conference on soil mechanics and geotechnical engineering, Paris, pp 2091–2094

  179. Asoudeh A, Oh E (2014) Strength parameter selection in stability analysis of residual soil nailed walls. Int J Geomate 7:950–954

    Google Scholar 

  180. Zhang G, Cao J, Wang L (2014) Failure behavior and mechanism of slopes reinforced using soil nail wall under various loading conditions. Soils Found 54:1175–1187

    Article  Google Scholar 

  181. Ghareh S (2015) Parametric assessment of soil-nailing retaining structures in cohesive and cohesionless soils. Measurement 73:341–351

    Article  Google Scholar 

  182. Zolqadr E, Yasrobi SS, Olyaei MN (2016) Analysis of soil nail walls performance—case study. Geomech Geoeng 11:1–12

    Article  Google Scholar 

  183. Razavi SK, Bonab MH (2017) Study of soil nailed wall under service loading condition. Proc Inst Civ Eng Geotech Eng 170:161–174

    Article  Google Scholar 

  184. Alsubal S, Harahap IS, Babangida NM (2017) A typical design of soil nailing system for stabilizing a soil slope: case study. Indian J Sci Technol 10:1–7

    Article  Google Scholar 

  185. Lazarte CA, Robinson H, Gomez JE, Baxter A, Cadden A, Berg R (2015) Soil nail walls—Reference manual. Federal Highway Administration, Washington, DC, Geotechnical Engineering Circular No.: 7, Report No.: FHWA-NHI-14-007

  186. CLOUTERRE (1991) Recommendations Clouterre: Soil nailing recommendations for designing, calculating, constructing and inspecting earth support systems using soil nailing. Federal Highway Administration, Washington, DC, Report No.: FHWA-SA-93-026

  187. AS 4678 (2002) Earth-retaining structures. Standards Australia, Sydney

  188. Eurocode 7 (2004) Geotechnical design—Part 1: general rules. CEN, Brussels

  189. CIRIA (2005) CIRIA C637: Soil nailing—best practice guidance. London

  190. Zevgolis IE, Daffas ZA (2018) System reliability assessment of soil nail walls. Comput Geotech 98:232–242

    Article  Google Scholar 

  191. Sharma A, Ramkrishnan R (2020) Parametric optimization and multi-regression analysis for soil nailing using numerical approaches. Geotech Geol Eng 38:3505–3523

    Article  Google Scholar 

  192. Babu GLS, Singh VP (2009) Deformation and stability regression models for soil nail walls. Proc Inst Civ Eng Geotech Eng 162:213–223

    Article  Google Scholar 

  193. Babu GLS, Singh VP (2010) Reliability analyses of a prototype soil nail wall using regression models. Geomech Eng 2:71–88

    Article  Google Scholar 

  194. Lin P, Liu J, Yuan X (2017) Reliability analysis of soil nail walls against external failures in layered ground. J Geotech Geoenviron Eng 143:04016077

    Article  Google Scholar 

  195. Lin P, Liu J (2017) Analysis of resistance factors for LFRD of soil nail walls against external stability failures. Acta Geotech 12(1):157–169

    Article  Google Scholar 

  196. Plumelle C, Schlosser F, Delage P, Knochenmus G (1990) French national research project on soil nailing: Clouterre. In: Proceedings of design and performance of earth retaining structures, New York, pp 660–675

  197. Yuan J, Lin P, Huang R, Que Y (2019) Statistical evaluation and calibration of two methods for predicting nail loads of soil nail walls in China. Comput Geotech 108:269–279

    Article  Google Scholar 

  198. Yuan J, Lin P, Mei G, Hu Y (2019) Statistical prediction of deformations of soil nail walls. Comput Geotech 115:103168

    Article  Google Scholar 

  199. Ehrlich M, Almeida MSS, Lima AM (1996) Parametric numerical analyses of soil nailing systems. In: Proceedings of international symposium on earth reinforcement, Rotterdam, pp 747–752

  200. Unterreiner P, Benhamida B, Schlosser F (1997) Finite element modelling of the construction of a full-scale experimental soil–nailed wall, French National Research Project CLOUTERRE. Proc Inst Civ Eng Gr Improv 1:1–8

    Google Scholar 

  201. Yang MZ, Drumm EC (2000) Numerical analysis of the load transfer and deformation in a soil nailed slope. In: Proceedings of Geo-Denver, Colorado, pp 102–115

  202. Lima AP, Gerscovich DM, Sayão ASFJ (2003) Deformability analysis of nailed soil slopes. In: Proceedings of 12th Pan-American conference for soil mechanics and geotechnical engineering, Boston, pp 2127–2132

  203. Wanstreet P (2007) Finite element analysis of slope stability. Dissertation, West Virginia University, USA

  204. Mohamed A (2010) Design charts for soil nailing. Dissertation, Shobra Benha University, Egypt

  205. Halabian AM, Sheikhbahaei AM, Hashemolhosseini SH (2012) Three-dimensional finite difference analysis of soil-nailed walls under static conditions. Geomech Geoeng 7:183–196

    Article  Google Scholar 

  206. Rotte VM, Viswanadham BVS (2013) Influence of nail inclination and facing material type on soil-nailed slopes. Proc Inst Civ Eng Gr Improv 166:86–107

    Google Scholar 

  207. Rawat S, Gupta AK (2016) Analysis of a nailed soil slope using limit equilibrium and finite element methods. Int J Geosynth Ground Eng 2:1–23

    Article  Google Scholar 

  208. Zhang M, Song E, Chen Z (1999) Ground movement analysis of soil nailing construction by three-dimensional (3-D) finite element modeling (FEM). Comput Geotech 25:191–204

    Article  Google Scholar 

  209. Patra CR, Basudhar PK (2005) Optimum design of nailed soil slopes. Geotech Geol Eng 23:273–296

    Article  Google Scholar 

  210. Babu GLS, Murthy BRS, Srinivas A (2002) Analysis of construction factors influencing the behavior of soil nailed earth retaining walls. Proc Inst Civ Eng Gr Improv 6:137–143

    Google Scholar 

  211. Murthy S, Babu GLS, Srinivas A (2002) Analysis of prototype soil-nailed retaining wall. Proc Inst Civ Eng Gr Improv 6(3):129–136

    Google Scholar 

  212. Lin H, Xiong W, Cao P (2013) Stability of soil nailed slope using strength reduction method. Eur J Environ Civ Eng 17:872–885

    Article  Google Scholar 

  213. Liu J, Shang K, Wu X (2016) Stability analysis and performance of soil-nailing retaining system of excavation during construction period. J Perform Constr Facil 30:C4014002–C4014011

    Article  Google Scholar 

  214. Hitha S, Vijayashree S, Sharma A, Ramakrishnan R (2019) Regression analysis of soil nailing parameters using finite element and limit equilibrium methods. Aust Geomech J 54(3):137–147

    Google Scholar 

  215. Bridle RJ, Davies MCR (1997) Analysis of soil nailing using tension and shear: experiment observations and assessment. Proc Inst Civ Eng Geotech Eng 125:155–167

    Article  Google Scholar 

  216. Li J, Tham L, Junaideen S, Yue Z, Lee C (2008) Loose fill slope stabilization with soil nails: full-scale test. J Geotech Geoenviron Eng 134:277–288

    Article  Google Scholar 

  217. Davis AJ, Drake AR (2014) Soil nailing on the A3 hindhead scheme, UK: a large-scale pre-construction trial. Proc Inst Civ Eng Geotech Eng 167:229–237

    Article  Google Scholar 

  218. Ehrlich M, Silva RC (2015) Behavior of a 31 m-high excavation supported by anchoring and nailing in residual soil of gneiss. Eng Geol 191:48–60

    Article  Google Scholar 

  219. Mickovski SB, Lindsay FM, Smith MJ (2016) Construction and testing of self-drilled soil nails. Proc Inst Civ Eng Geotech Eng 169:541–553

    Article  Google Scholar 

  220. Rawat S, Gupta AK (2018) Testing and modelling of screw nailed soil slopes. Indian Geotech J 48:52–71

    Article  Google Scholar 

  221. Davies M, Morgan N (2005) The influence of the variation of effective stress on the serviceability of soil nailed slopes. In: Proceedings of 16th international conference on soil mechanics and geotechnical engineering, Japan, pp 1335–1338

  222. Rotte VM, Viswanadham BVS (2014) Centrifuge and numerical model studies on the behaviour of soil-nailed slopes with and without slope facing. In: Proceedings of Geo-Shanghai, China, pp 581–591

  223. Fan CC, Luo JH (2008) Numerical study on the optimum layout of soil-nailed slopes. Comput Geotech 35:585–599

    Article  Google Scholar 

  224. Bridges C, Gudgin J (2014) A soil-nailed excavation for the Brisbane Airport Link project, Australia. Proc Inst Civ Eng Geotech Eng 167:205–216

    Article  Google Scholar 

  225. Bridle RJ (1989) Soil nailing-analysis and design. Gr Eng 22:52–56

    Google Scholar 

  226. Jewell RA, Pedley MJ (1990) Soil nailing design: the role of bending stiffness. Gr Eng 23:30–36

    Google Scholar 

  227. Jewell RA, Pedley MJ (1992) Analysis for soil reinforcement with bending stiffness. J Geotech Eng 118:1505–1528

    Article  Google Scholar 

  228. Sabahit N, Basudhar PK, Madhav MR (1995) A generalized procedure for the procedure for the optimum design of nailed soil slopes. Int J Numer Anal Methods Geomech 19:437–452

    Article  MATH  Google Scholar 

  229. Pun WK, Urciuoli G (2008) Soil nailing and subsurface drainage for slope stabilization. In: Proceedings of landslides and engineered slopes—from the past to the future, China, pp 85–126

  230. Babu GLS, Singh VP (2009) Appraisal of soil nailing design. Indian Geotech J 39:81–95

    Google Scholar 

  231. Patra CR, Basudhar PK (2001) Nailed soil structure: an overview. Indian Geotech J 31:322–362

    Google Scholar 

  232. Yuan J, Lin P (2018) Reliability analysis of soil nail internal limit states using default FHWA load and resistance models. Mar Georesour Geotechnol 37:783–800

    Article  Google Scholar 

  233. Hu Y, Lin P, Guo C, Mei G (2020) Assessment and calibration of two models for estimation of soil nail loads and system reliability analysis of soil nails against internal failures. Acta Geotech 15:2941–2968

    Article  Google Scholar 

  234. Johari A, Hajivand AK, Binesh SM (2020) System reliability analysis of soil nail wall using random finite element method. Bull Eng Geol Environ 79:2777–2798

    Article  Google Scholar 

  235. Yuan JX, Yang Y, Tham LG, Lee PKK, Tsui Y (2003) New approach to limit equilibrium and reliability analysis of soil nailed walls. Int J Geomech 3:145–151

    Article  Google Scholar 

  236. Hu H, Lin P (2018) Probabilistic prediction of maximum tensile loads in soil nails. Adv Civ Eng 2018:1–12

    Google Scholar 

  237. Sundaravel V (2021) Finite element reliability analyses of hybrid earth retaining structures. Dissertation, Indian Institute of Technology Madras, India

  238. Hu H, Lin P (2019) Analysis of resistance factors for LRFD of soil nail pullout limit state using default FHWA load and resistance models. Mar Georesour Geotechnol 38:332–348

    Article  Google Scholar 

  239. Babu GLS, Singh VP (2011) Reliability-based load and resistance factors for soil-nail walls. Can Geotech J 48:915–930

    Article  Google Scholar 

  240. Lazarte CA (2011) Proposed specifications for LRFD soil-nailing design and construction. Transportation Research Board, Washington, DC, NCHRP Report 701

  241. Lin P, Liu J (2019) Evaluation and calibration of ultimate bond strength models for soil nails using maximum likelihood method. Acta Geotech 15:1993–2015

    Article  Google Scholar 

  242. Lin P, Bathurst RJ (2019) Calibration of resistance factors for load and resistance factor design of internal limit states of soil nail walls. J Geotech Geoenviron Eng 145:04018100

    Article  Google Scholar 

  243. Turner JP, Jensen WG (2005) Landslide stabilisation using soil nail and mechanically stabilized earth walls: case study. J Geotech Geoenviron Eng 131:141–150

    Article  Google Scholar 

  244. Wei Y (2013) Development of equivalent surcharge loads for the design of soil nailed segment of MSE/soil nail hybrid retaining walls based on results from full-scale wall instrumentation and finite element analysis. Dissertation, Texas Tech University, Lubbock

  245. Alhabshi A (2006) Finite element based design procedures for MSE/soil-nail hybrid retaining wall systems. Dissertation, Tech University, Lubbock

  246. Abbas H, El-Sherbiny R, Salem A (2018) Numerical analysis of mechanically stabilized earth walls in hybrid retaining wall systems. In: Proceedings of international congress and exhibition, Cairo. Springer, Cham, pp 249–264

  247. Sundaravel V, Dodagoudar GR (2021) Deformation and stability analyses of hybrid earth retaining structures. Int J Geosynth Gr Eng. https://doi.org/10.1007/s40891-020-00222-1

    Article  Google Scholar 

  248. Eldiasty WA, Altahrany AI, Elmeligy MM (2019) Comparison between monotype and hybrid earth retaining structures. Innov Infrastruct Solut 4:1–13

    Article  Google Scholar 

  249. Anderson PL, Gladstone RA, Brabant K, Sankey J (2018) Back-to-back MSE walls–a comprehensive understanding. In: Proceedings of innovations in geotechnical engineering, March, Orlando, pp 431–447

  250. Brandl H (1998) Multi-anchored soil retaining walls with geosynthetic loop anchors. In: Proceedings of 6th international conference on geosynthetics, Atlanta, pp 581–586

  251. Tatsuoka F, Tateyama M, Koseki J, Yonezawa Y (2014) Geosynthetic-reinforced soil structures for railways in Japan. Transp Infrastruct Geotechnol 1:3–43

    Article  Google Scholar 

  252. Kerfontain S, Sankey J, Freitag N, Lucas E (2016) A fully geosynthetic shored reinforced earth wall. Proceedings of 3rd Pan-American conference on geosynthetics, Miami, April, pp 1–11

  253. Wilson P, Essery D, Taylor TP (2019) St. Jacques-Pullman MSE Walls–Lessons Learned. Transportation association of Canada and ITS Canada Joint Conference and Exhibition, Halifax

  254. Lin CC, Hsieh TJ, Tsao WH, Wang YH (1997) Combining multi-nailings with soil reinforcement for construction. In: Proceedings of international symposium on mechanically stabilized backfill, Colorado, pp 255–257

  255. Yang KH, Liu CN (2007) Finite element analysis of earth pressures for narrow retaining walls. J GeoEngin 2:43–52

    Google Scholar 

  256. Yang KH, Kniss KT, Zornberg JG, Wright SG (2008) Finite element analyses for centrifuge modelling of narrow MSE walls. Proceedings of 1st Pan American geosynthetics conference and exhibition, GEOAMERICAS, Cancun, March, pp 1246–1255

  257. Abdelrahman GE, Youssef YG, Kamel MM (2014) Parametric study for narrow mechanically stabilized earth walls. In: Proceedings of 39th annual conference on deep foundations, Atlanta, pp 1943–1946

  258. Ren FF, Hao Q, Wang G (2019) Numerical comparison on deformation characteristics of the shored mechanically stabilized earth wall between reduced-scale and full-scale models. Soil Mech Found Eng 56:302–308

    Article  Google Scholar 

  259. Abbas H, El-Sherbiny R, Salam A (2020) Numerical analysis of soil nail walls in hybrid retaining wall systems. In: Proceedings of geo-congress, Reston, pp 394–405

  260. Vulova C (2000) Effects of geosynthetic reinforcement spacing on the behavior of mechanically stabilized earth walls [dissertation]. Department of Civil Engineering, University of Delaware, Newark, Delaware

  261. Leshchinsky D, Hu Y, Han J (2004) Limited reinforced space in segmental retaining walls. Geotext Geomembr 22:543–553

    Article  Google Scholar 

  262. Tavakolian R, Sankey J (2009) Sandwich connection design for shored reinforced earth walls. In: Proceedings of 17th International conference on soil mechanics and geotechnical engineering, Alexandria, pp 1441–1454

  263. Han J, Leshchinsky D (2010) Analysis of back-to-back mechanically stabilized earth walls. Geotext Geomembr 28:262–267

    Article  Google Scholar 

  264. Kniss KT, Wright SG, Zornberg J, Yang KH (2007) Design considerations for MSE retaining walls constructed in confined spaces. Texas Department of Transportation, Austin, Report No.: FHWA/TX-08/0-5506-1

  265. Lee YB, Ko HY, McCartney JS (2010) Deformation response of shored MSE walls under surcharge loading in the centrifuge. Geosynth Int 17:389–402

    Article  Google Scholar 

  266. Morrison KF, Harrison FE, Collin JG, Anderson SA (2007) Full-scale testing of a shored mechanically-stabilized earth (SMSE) wall employing short reinforcements. In: Proceedings of Geo-Denver, Colorado, pp 1–10

  267. Morrison KF, Harrison FE, Collin JG, Dodds A, Arndt B (2006) Shored mechanically stabilized earth (SMSE) wall systems design guidelines. Federal Highway Administration, Lakewood, Report No.: FHWA-CFL/TD-06-001

  268. Lawson CR, Yee TW (2005) Reinforced soil retaining walls with constrained reinforced fill zones. In: Proceedings of Geo-Frontiers Congress, Texas, pp 1–14

  269. Xu C, Luo YS, Chen HS, Jia B (2016) Effects of interface connections on narrowed mechanically stabilized earth walls. Environ Earth Sci 75:1–12

    Article  Google Scholar 

  270. Joshi C, Shah M, Singh S, Dave S (2020) Experimental study on retaining walls with narrow cohesionless backfill using arching theory. In: Geo-Congress 2020: engineering, monitoring, and management of geotechnical infrastructure. American Society of Civil Engineers, Reston, pp 560–568

  271. Rajeev R, Pranav PRT, Heeralal M (2014) A numerical study on the influence of surcharge and modes of wall deformation on earth pressures of narrow retaining walls. In: Proceeding of ICSCI 2014 © ASCE India Section, Hitex, Hyderabad

  272. Kakrasul J, Han J, Rahmaninezhad SM (2018) Laboratory evaluation of deformations of geosynthetic-reinforced retaining walls subjected to footing loading. In: Proceedings of 11th international conference on geosynthetics, Seoul, pp 16–21

  273. Kakrasul JI, Han J, Rahmaninezhad SM, Weldu M (2016) Model tests of geosynthetic-reinforced earth walls with limited-space retained fill. In: Proceedings of 3rd Pan-American conference on geosynthetics, Miami, pp 1279–1276

  274. Kakrasul JI, Han J, Rahmaninezhad SM (2020) Load-deformation of geosynthetic-reinforced retaining walls with limited fill space under static footing loading. Transp Infrastruct Geotechnol 7:309–331

    Article  Google Scholar 

  275. Luo Y, Xu C, Wei X (2018) Full-scale tests on high narrowed mechanically stabilized roadbed with wrapped-around geogrid facing. In: Proceedings of GeoShanghai international conference, Singapore, pp 327–337

  276. Tatsuoka F, Tateyama M, Murata O (1989) Earth retaining wall with a short geotextile and a rigid facing. In: Proceedings of 12th International conference on soil mechanics and foundation engineering, Rio de Janeiro, pp 1311–1314

  277. Woodruff R (2003) Centrifuge modelling for MSE-shoring composite walls. Dissertation, University of Colorado, Boulder

  278. Yang KH, Gupta R, Zornberg JG (2009) Location of failure plane within narrow GRS wall systems. In: Proceedings of geosynthetics, Utah, pp 1–11

  279. Yang KH, Zornberg JG, Hung WY, Lawson CR (2011) Location of failure plane and design considerations for narrow GRS wall. J GeoEngin 6:13–26

    Google Scholar 

  280. Yang KH, Zornberg JG, Wright SG (2008) Numerical modelling of narrow MSE walls with extensible reinforcements. Texas Department of Transportation, Austin, Report No.: FHWA/TX-08/0-5506-2

  281. Sadat MR, Huang J, Bin-Shafique S, Rezaeimalek S (2018) Study of the behavior of mechanically stabilized earth (MSE) walls subjected to differential settlements. Geotext Geomembr 46:77–90

    Article  Google Scholar 

  282. Shinde AL, Mandal JN (2007) Behaviour of reinforced soil retaining wall with limited fill zone. Geotech Geol Eng 25:657–672

    Article  Google Scholar 

  283. Chou NNS, Fan CC (2005) Structure for fastening soil nails to reinforced soil retaining walls. US Patent No.: 6,742,967 B1

Download references

Funding

The authors declare that no funds, grants, or support was received during the preparation of this manuscript.

Author information

Authors and Affiliations

Authors

Contributions

All authors contributed to the study conception. Material preparation, data collection, and review were performed by [VS]. The first draft of the manuscript was written by [VS and BSD] and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.

Corresponding author

Correspondence to Vairamani Sundaravel.

Ethics declarations

Conflict of interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Ethical statement

The authors declare that this manuscript is original, has not been published before, and is not currently being considered for publication elsewhere. The results presented in the manuscript are appropriate and are without any fabrication.

Consent to participate

Informed consent was obtained from all individual participants included in the study.

Consent for publication

Not applicable.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Sundaravel, V., Deviprasad, B.S.G., Saseendran, R. et al. Stability and Serviceability Assessment of Reinforced Earth Retaining Structures: A State-of-the-Art and Way Forward. Int. J. of Geosynth. and Ground Eng. 9, 30 (2023). https://doi.org/10.1007/s40891-023-00453-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s40891-023-00453-y

Keywords

Navigation