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Utilization of admixture stabilized native expansive soil as a CNS material for heave control

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Abstract

Severe distress could be observed in the structures with foundations on expansive soils due to their swelling and shrinkage behavior. Several remedial techniques were proposed, among which the cushion materials, especially the cohesive non-swelling (CNS) cushion, becomes one of the primarily applicable techniques to alleviate the heave. Since the availability of suitable CNS materials becomes a significant limitation, this study offers a solution to this problem by converting the native expansive soil into a suitable CNS material. One of the significant industrial wastes, fly ash, was added to convert the selected expansive soil into a suitable material. Varied proportions of fly ash were added, and the index and engineering properties of the modified material were studied. The microstructural examination was made using the scanning electron microscopy (SEM). The efficacy of the prepared CNS material in reducing the heave was studied by performing the laboratory scale model tank studies in which varied thickness of CNS cushion was provided on the top of the expansive soil, and heave was measured on its top under saturated conditions. Four cycles of wetting and drying process were carried out to understand the efficacy under repeated swell and shrink cycles. A significant reduction in the heave of expansive soil was noticed when the thickness of the CNS layer became 75% of the thickness of the soil. This study offers a novel method of utilizing local expansive soil as an efficient CNS material by local stabilization.

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References

  1. Mitchell JK, Soga K (2005) Fundamentals of soil behavior. Wiley, New York

    Google Scholar 

  2. Rao BH, Reddy PS, Mohanty B, Reddy KR (2021) Combined effect of mineralogical and chemical parameters on swelling behaviour of expansive soils. Sci Rep 11:16562. https://doi.org/10.1038/s41598-021-95746-5

    Article  Google Scholar 

  3. Lee D J, Ian J (2012) Chapter 33 Expansive soils. ICE manual of geotechnical engineering, pp 413–441

  4. Nelson JD, Chao KC, Overton DD, Nelson EJ (2015) Foundation engineering for expansive soils. Wiley

    Book  Google Scholar 

  5. Gaspard K, Zhang Z, Gautreau GP et al (2019) Impact of Inundation on roadway pavements: case study-LA 493. Louisiana State University, Department of Civil and Environmental Engieering

    Google Scholar 

  6. Hossain S, Ahmed A, Khan MS et al (2016) Expansive subgrade behavior on a state highway in North Texas. In: Geotechnical and structural engineering congress. Structural Engineering Institute

  7. Puppala AJ, Manosuthkij T, Nazarian S, Hoyos LR (2011) Threshold moisture content and matric suction potentials in expansive clays prior to initiation of cracking in pavements. Can Geotech J 48:519–531

    Article  Google Scholar 

  8. Zornberg JG, Prozzi JP, Gupta R et al (2008) Validating mechanisms in geosynthetic reinforced pavements

  9. Karnati VR, Munaga T, Gonavaram KK, Amitava B (2020) Study on strength and leaching behavior of biogeochemical cemented sand. Geomicrobiol J 37:670–681. https://doi.org/10.1080/01490451.2020.1761912

    Article  Google Scholar 

  10. Yilmaz I, Civelekoglu B (2009) Gypsum: an additive for stabilization of swelling clay soils. Appl Clay Sci 44:166–172. https://doi.org/10.1016/j.clay.2009.01.020

    Article  Google Scholar 

  11. Guda S (2016) Efficacy of cement-stabilized GBS and GGBS cushions in improving the performance of expansive soils. Jordan J Civ Eng 10:529–542

    Google Scholar 

  12. Ikeagwuani CC, Nwonu DC (2019) Emerging trends in expansive soil stabilisation: a review. J Rock Mech Geotech Eng 11:423–440. https://doi.org/10.1016/j.jrmge.2018.08.013

    Article  Google Scholar 

  13. Jalal FE, Xu Y, Jamhiri B, Memon SA (2020) On the recent trends in expansive soil stabilization using calcium-based stabilizer materials (CSMs): a comprehensive review. Adv Mater Sci Eng 2020:e1510969. https://doi.org/10.1155/2020/1510969

    Article  Google Scholar 

  14. Katti RK. Search for solutions to problems in black cotton soils, p 58

  15. Seco A, Ramírez F, Miqueleiz L, García B (2011) Stabilization of expansive soils for use in construction. Appl Clay Sci 51:348–352. https://doi.org/10.1016/j.clay.2010.12.027

    Article  Google Scholar 

  16. Vijayan DS, Parthiban D (2020) Effect of solid waste based stabilizing material for strengthening of expansive soil—a review. Environ Technol Innov 20:101108. https://doi.org/10.1016/j.eti.2020.101108

    Article  Google Scholar 

  17. Chen FH (2012) Foundations on expansive soils. Elsevier

    Google Scholar 

  18. Duchowicz PR, González MP, Helguera AM et al (2007) Application of the replacement method as novel variable selection in QSPR. 2. Soil sorption coefficients. Chemom Intell Lab Syst 88:197–203. https://doi.org/10.1016/j.chemolab.2007.05.001

    Article  Google Scholar 

  19. Rojas E, Romo MP, Cervantes R (2006) Analysis of deep moisture barriers in expansive soils. I: Constitutive model formulation. Int J Geomech 6:311–318. https://doi.org/10.1061/(ASCE)1532-3641(2006)6:5(311)

    Article  Google Scholar 

  20. Far H, Flint D (2017) Significance of using isolated footing technique for residential construction on expansive soils. Front Struct Civ Eng 11:123–129

    Article  Google Scholar 

  21. Karunarathne A, Gad EF, Sivanerupan S, Wilson JL (2013) Review of residential footing design on expansive soil in Australia. In: 22nd Australasian conference on the mechanics of structures and materials. Taylor & Francis, Sydney

  22. Murty VR, Krishna PH (2012) Piled footings—an alternative foundation system in expansive soils. Proc Inst Civ Eng Ground Improv 165:159–166. https://doi.org/10.1680/grim.10.00039

    Article  Google Scholar 

  23. Murty VR, Praveen GV (2008) Use of chemically stabilized soil as cushion material below light weight structures founded on expansive soils. J Mater Civ Eng 20:392–400. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:5(392)

    Article  Google Scholar 

  24. Sun X, Li J, Ren G (2017) Residential footing design on expansive soils: a review of Australian practice. Electron J Geotech Eng 22:3939–3964

    Google Scholar 

  25. Afrin H (2017) A review on different types soil stabilization techniques. Int J Transport Eng Technol 3:19–24

    Article  Google Scholar 

  26. Karnati VR, Koukuntla A, Karnati S (2022) Influence of crumb rubber and polypropylene fibre on the behaviour of cemented black cotton soil. In: Ground improvement and reinforced soil structures. Springer, pp 379–390

  27. Krishnaiah E, Nishanth Kiran D, Kalyan Kumar G (2021) Amelioration of expansive clay using recycled bassanite. In: Latha Gali M, Raghuveer Rao P (eds) Problematic soils and geoenvironmental concerns. Springer, Singapore, pp 127–135

    Chapter  Google Scholar 

  28. Murty VR, Krishna PH (2006) Stabilisation of expansive clay bed using calcium chloride solution. Proc Inst Civ Eng Ground Improv 10:39–46. https://doi.org/10.1680/grim.2006.10.1.39

    Article  Google Scholar 

  29. Puppala AJ, Wattanasanticharoen E, Hoyos LR (2003) Ranking of four chemical and mechanical stabilization methods to treat low-volume road subgrades in Texas. Transp Res Rec 1819:63–71. https://doi.org/10.3141/1819b-09

    Article  Google Scholar 

  30. Ramana Murty V, Hari Krishna P (2007) Amelioration of expansive clay slopes using calcium chloride. J Mater Civ Eng 19:19–25. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:1(19)

    Article  Google Scholar 

  31. Saldanha RB, Scheuermann Filho HC, Mallmann JEC et al (2018) Physical-mineralogical-chemical characterization of carbide lime: an environment-friendly chemical additive for soil stabilization. J Mater Civ Eng 30:06018004

    Article  Google Scholar 

  32. Collins LE (1953) A preliminary theory for the design of underreamed piles. Civ Eng 8:9. https://doi.org/10.10520/AJA10212019_23417

    Article  Google Scholar 

  33. Johnson N, Sandeep MN (2016) Ground improvement using granular pile anchor foundation. Proc Technol 24:263–270. https://doi.org/10.1016/j.protcy.2016.05.035

    Article  Google Scholar 

  34. Munaga T, Khan MM, Gonavaram KK (2020) Axial and lateral loading behaviour of pervious concrete pile. Indian Geotech J 50:505–513. https://doi.org/10.1007/s40098-019-00377-3

    Article  Google Scholar 

  35. Poulos HG. Piled raft foundations: design and applications, p 19

  36. Prakoso WA, Kulhawy FH (2001) Contribution to piled raft foundation design. J Geotech Geoenviron Eng 127:17–24. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:1(17)

    Article  Google Scholar 

  37. Rahman MdA, Sengupta S (2017) Uplift capacity of inclined underreamed piles subjected to vertical load. J Inst Eng India Ser A 98:533–544. https://doi.org/10.1007/s40030-017-0240-0

    Article  Google Scholar 

  38. Rao AS, Phanikumar BR, Babu RD, Suresh K (2007) Pullout behavior of granular pile-anchors in expansive clay beds in situ. J Geotech Geoenviron Eng 133:531–538. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:5(531)

    Article  Google Scholar 

  39. Srirama Rao A, Phanikumar BR, Suresh K (2008) Response of granular pile-anchors under compression. Proc Inst Civ Eng Ground Improv 161:121–129. https://doi.org/10.1680/grim.2008.161.3.121

    Article  Google Scholar 

  40. Abdelrahman GE, Youssef YG, Abdeltawab AE (2021) Effect of sand cushion thickness and lateral extension on heave of remolded swelling soil. In: Shehata H, Badr M (eds) Advancements in geotechnical engineering. Springer, Cham, pp 155–163

    Chapter  Google Scholar 

  41. Kate JM, Katti RK (1982) Influence of shear strength of CNS layer on swelling soils. J Civ Eng Div 62

  42. Kate JM, Katti RK (1981) Effect of CNS layer on the behaviour of underlying expansive soil media—an experimental study. Indian Geotech J 10

  43. Moussa AA, Abd-El-Meguid MA, Okdah SM, Heikal AH (1985) Effect of sand cushion on swelling and swelling pressure of expansive silty clay, pp 1023–1026

  44. Shams MA, Shahin MA, Ismail MA (2019) Numerical analysis of slab foundations on reactive soils incorporating sand cushions. Comput Geotech 112:218–229. https://doi.org/10.1016/j.compgeo.2019.04.026

    Article  Google Scholar 

  45. Katti RK, Katti AR (1994) Behaviour of saturated expansive soil and control methods. AA Balkema

  46. Rao K, Sivapullaiah P, Gurumurthy J (1994) An appraisal of CNS material as a cushion to reduce swelling potential. In: Proceedings of the Indian geotechnical conference—1994, pp 57–60

  47. Yao H, She J, Lu Z et al (2020) Inhibition effect of swelling characteristics of expansive soil using cohesive non-swelling soil layer under unidirectional seepage. J Rock Mech Geotech Eng 12:188–196. https://doi.org/10.1016/j.jrmge.2019.07.008

    Article  Google Scholar 

  48. Nagarkar PK, Apshankar SG, Kulkarni MV, Kulkarni DJ (1987) Performance of canals in expansive soils. In: Proceedings of 6th international conference on expansive soils, pp 371–375

  49. Sahoo JP, Pradhan PK (2010) Effect of lime stabilized soil cushion on strength behaviour of expansive soil. Geotech Geol Eng 28:889–897

    Article  Google Scholar 

  50. Sahoo J, Pradhan P, Rao K (2008) Behavior of stabilized soil cushions under cyclic wetting and drying. Int J Geotech Eng 2:89–102

    Article  Google Scholar 

  51. Gurumurthy JV (1993) Behaviour of expansive soils cushioned with stabilized rice husk ash and a critical appraisal of CNS soil as a cushion. Ph.D. thesis, IISc, Bangalore, India

  52. Noolu V, Mudavath H, Pillai RJ, Yantrapalli SK (2019) Permanent deformation behaviour of black cotton soil treated with calcium carbide residue. Constr Build Mater 223:441–449. https://doi.org/10.1016/j.conbuildmat.2019.07.010

    Article  Google Scholar 

  53. Noolu V, Paluri Y, Chavali RVP et al (2021) Evaluation of a clayey soil stabilized by calcium carbide residue as pavement subgrade. Transport Infrastruct Geotechnol 1–14

  54. Noolu V, Pillai RJ (2018) Multi-scale laboratory investigation on black cotton soils stabilized with calcium carbide residue and fly ash. J Eng Res 6

  55. Sastry M (1989) Strengthening subgrades of roads in deltaic areas of Andrapradesh. In: Proceedings of Indian geotechnical conference, pp 181–184

  56. Sri Rambabu T, Prasada Raju GVR, Sivapullaiah PV (2017) Solid wastes as cushion material to prevent swell potential of expansive soils. Indian Geotech J 47:537–541. https://doi.org/10.1007/s40098-017-0279-x

    Article  Google Scholar 

  57. Rao A, Rao M (2010) Behavior of expansive soils under stabilized fly ash cushions during cyclic wetting and drying. Int J Geotech Eng 4:111–118. https://doi.org/10.3328/IJGE.2010.04.01.111-118

    Article  Google Scholar 

  58. Murty VR (2001) Influence of some treatment alternatives on heave of model walls in expansive soil. In: Proceedings of international conference on civil engineering. IISc Bangalore, India, pp 917–926

  59. Murty VR, Raju G, Shanker NB (2000) Influence of calcium chloride and sodium silicate on properties of expansive soil. In: Proceedings of Indian geotechnical conference—2000. IIT Bombay, India, pp 97–98

  60. Noolu V, Ali D, Pillai RJ, Mudavath H (2021) Strength and durability characteristic of lime stabilized black cotton soil. In: Problematic soils and geoenvironmental concerns. Springer, pp 739–750

  61. Lavanya C, Srirama Rao A (2017) Study of swelling potential of copper slag cushion laid over expansive soil bed. Indian Geotech J 47:280–285. https://doi.org/10.1007/s40098-017-0227-9

    Article  Google Scholar 

  62. Rao MR, Rao AS, Babu RD (2008) Efficacy of cement-stabilized fly ash cushion in arresting heave of expansive soils. Geotech Geol Eng 26:189–197. https://doi.org/10.1007/s10706-007-9156-1

    Article  Google Scholar 

  63. Rao MR, Rao AS, Babu DR (2008) Efficacy of lime-stabilised fly ash in expansive soils. Proc Inst Civ Eng Ground Improv 161:23–29. https://doi.org/10.1680/grim.2008.161.1.23

    Article  Google Scholar 

  64. Bhuvaneshwari S, Robinson RG, Gandhi SR (2005) Stabilization of expansive soils using fly ash. Fly Ash India 8:1–10

    Google Scholar 

  65. Cokca E (2001) Use of class c fly ashes for the stabilizationof an expansive soil. J Geotech Geoenviron Eng 127:568–573

    Article  Google Scholar 

  66. Phani Kumar BR, Sharma RS (2004) Effect of fly ash on engineering properties of expansive soils. J Geotech Geoenviron Eng 130:764–767

    Article  Google Scholar 

  67. Nalbantoğlu Z (2004) Effectiveness of class C fly ash as an expansive soil stabilizer. Constr Build Mater 18:377–381

    Article  Google Scholar 

  68. Zha F, Liu S, Du Y, Cui K (2008) Behavior of expansive soils stabilized with fly ash. Nat Hazards 47:509–523. https://doi.org/10.1007/s11069-008-9236-4

    Article  Google Scholar 

  69. Gireesh Kumar P, Harika S (2021) Stabilization of expansive subgrade soil by using fly ash. Mater Today Proc 45:6558–6562. https://doi.org/10.1016/j.matpr.2020.11.469

    Article  Google Scholar 

  70. Mohanty MK (2015) Stabilization of expansive soils using fly ash. M.Tech Thesis, National Institute of Technology, Rourkela

  71. Ji-ru Z, Xing C (2002) Stabilization of expansive soil by lime and fly ash. J Wuhan Univ Technol Mater Sci Ed 17:73–77

    Article  Google Scholar 

  72. Mohanty SK, Pradhan PK, Mohanty CR (2017) Stabilization of expansive soil using industrial wastes. Geomech Eng 12:111–125

    Article  Google Scholar 

  73. IS 2720 (Part 3/sec 1) (1980) Methods of test for soils: determination of specific gravity, fine grained soils. Bureau of Indian Standards New Delhi

  74. IS 2720 (Part 4) (1985) Methods of test for soils: grain size analysis. Bureau of Indian Standards New Delhi

  75. IS 2720 (Part 5) (1985) Methods of test for soils: determination of liquid and plastic limit. Bureau of Indian Standards New Delhi

  76. IS 2720 (Part 7) (1980) Methods of tests for soils: determination of water content-dry density relation using light compaction. Bureau of Indian Standards New Delhi

  77. IS 2720 (Part 10) (1973) Methods of tests for soils: determination of unconfined compressive strength. Bureau of Indian Standards New Delhi

  78. IS 2720 (Part 15) (1986) Methods of test for soils: determination of consolidation properties. Bureau of Indian Standards New Delhi

  79. IS 2720 (Part 40) (1977) Methods of tests for soils: determination of free swell index of soils. Bureau of Indian Standards New Delhi

  80. IS 2720 (Part 41) (1977) Methods of tests for soils: determination of swelling pressure of soils. Bureau of Indian Standards New Delhi

  81. IS 1498 (1970) Classification and identification of soils for general engineering purposes (first revision). Bureau of Indian Standards New Delhi

  82. ASTM C-618 Specification for coal fly ash and raw or calcined natural Pozzolan for use in concrete. ASTM International

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  1. Department of Civil Engineering, Sri Venkateswara University College of Engineering, Tirupati, Andhra Pradesh, 517502, India

    Venkata Naga Laxma Naik Kethavathu & Sudharani Chigurupati

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  1. Venkata Naga Laxma Naik Kethavathu
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Kethavathu, V.N.L.N., Chigurupati, S. Utilization of admixture stabilized native expansive soil as a CNS material for heave control. Innov. Infrastruct. Solut. 7, 272 (2022). https://doi.org/10.1007/s41062-022-00873-1

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