Skip to main content
Log in

Effectiveness of a buttress wall in reducing retaining wall movement during dewatering before bulk excavation

  • Research Paper
  • Published:
Acta Geotechnica Aims and scope Submit manuscript

Abstract

Retaining wall movements are often estimated from a datum at the start of soil excavation. However, recent studies indicate that significant wall movements may occur during pre-excavation dewatering. In this study, the effectiveness of a buttress wall (that is, a short length of wall at 90° to the main wall) in limiting wall movement during pre-excavation dewatering is investigated numerically, focusing in particular on the buttress wall length (LB). Results indicate that wall movement decreases as LB increases. However, a smaller LB (less than 50% of the excavation width) may be sufficient if the drawdown or pumped depth is small (less than 30% of the total depth of retaining wall). With drawdowns greater than 60% of the total wall depth, a larger LB (greater than 75% of the excavation width) is needed to effectively control the deformation.

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
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15

Similar content being viewed by others

References

  1. Bevan MA, Powrie W, Roberts TOL (2010) Influence of large-scale inhomogeneities on a construction dewatering system in chalk. Géotechnique 60(8):635–649

    Article  Google Scholar 

  2. Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155–164

    Article  MATH  Google Scholar 

  3. China Academy of Building Research (2010) Code for concrete structure design, GB 50010–2010. China Architecture and Building Press, Beijing

    Google Scholar 

  4. Do T-N, Ou C-Y (2019) Factors affecting the stability of deep excavations in clay with consideration of a full elastoplastic support system. Acta Geotechnica 15:1707–1722

    Article  Google Scholar 

  5. Finno RJ, Roboski JF (2005) Three-dimensional responses of a tied-back excavation through clay. J Geotech Geoenviron Eng 131(3):273–282

    Article  Google Scholar 

  6. Goh ATC, Zhang RH, Wang W, Wang L, Liu HL, Zhang WG (2020) Numerical study of the effects of groundwater drawdown on ground settlement for excavation in residual soils. Acta Geotechnica 15:1259–1272

    Article  Google Scholar 

  7. Ha D, Zheng G, Zhou H, Zeng C, Zhang H (2020) Estimation of hydraulic parameters from pumping tests in a multiaquifer system. Undergr Space 5(3):210–222

    Article  Google Scholar 

  8. Harahap SE, Ou C-Y (2019) Finite element analysis of time-dependent behavior in deep excavations. Comput Geotech 119:103300

    Article  Google Scholar 

  9. Hsieh P-G, Ou C-Y (2016) Simplified approach to estimate the maximum wall deflection for deep excavations with cross walls in clay under the undrained condition. Acta Geotechnica 11(1):177–189

    Article  Google Scholar 

  10. Hsieh P-G, Ou C-Y (2018) Mechanism of buttress walls in restraining the wall deflection caused by deep excavation. Tunn Undergr Space Technol 82:542–553

    Article  Google Scholar 

  11. Hsieh P-G, Ou C-Y, Lin Y-L (2013) Three-dimensional numerical analysis of deep excavations with cross walls. Acta Geotechnica 8(1):33–48

    Article  Google Scholar 

  12. Hsieh P-G, Ou C-Y, Hsieh W-H (2016) Efficiency of excavations with buttress walls in reducing the deflection of the diaphragm wall. Acta Geotechnica 11(5):1087–1102

    Article  Google Scholar 

  13. Jamsawang P, Voottipruex P, Tanseng P, Jongpradist P, Bergado DT (2019) Effectiveness of deep cement mixing walls with top-down construction for deep excavations in soft clay: case study and 3D simulation. Acta Geotechnica 14(1):225–246

    Article  Google Scholar 

  14. Knight DJ, Smith GL, Sutton JS (1996) Sizewell B foundation dewatering—system design, construction and performance monitoring. Géotechnique 46(3):473–490

    Article  Google Scholar 

  15. Li M-G, Chen J-J, Wang J-H, Zhu Y-F (2018) Comparative study of construction methods for deep excavations above shield tunnels. Tunn Undergr Space Technol 71:329–339

    Article  Google Scholar 

  16. Li M-G, Xiao X, Wang J-H, Chen J-J (2019) Numerical study on responses of an existing metro line to staged deep excavations. Tunn Undergr Space Technol 85:268–281

    Article  Google Scholar 

  17. Li M-G, Demeijer O, Chen J-J (2020) Effectiveness of servo struts in controlling excavation-induced wall deflection and ground settlement. Acta Geotechnica 15:275–2590

    Article  Google Scholar 

  18. Lim A, Ou C-Y (2018) Performance and three-dimensional analyses of a wide excavation in soft soil with strut-free retaining system. Int J Geomech 18(9):05018007

    Article  Google Scholar 

  19. Lim A, Hsieh P-G, Ou C-Y (2016) Evaluation of buttress wall shapes to limit movements induced by deep excavation. Comput Geotech 78:155–170

    Article  Google Scholar 

  20. Lim A, Ou C-Y, Hsieh P-G (2018) Investigation of the integrated retaining system to limit deformations induced by deep excavation. Acta Geotechnica 13(4):973–995

    Article  Google Scholar 

  21. Lim A, Ou C-Y, Hsieh P-G (2019) A novel strut-free retaining wall system for deep excavation in soft clay: numerical study. Acta Geotechnica 15:1557–1576

    Article  Google Scholar 

  22. Lyu H-M, Shen S-L, Yang J, Yin Z-Y (2019) Inundation analysis of metro systems with the storm water management model incorporated into a geographical information system: a case study in Shanghai. Hydrol Earth Syst Sci 23(10):4293–4307

    Article  Google Scholar 

  23. Lyu H-M, Shen S-L, Wu Y-X, Zhou A (2021) Calculation of groundwater head distribution with a close barrier during excavation dewatering in confined aquifer. Geosci Front 12(2):791–803

    Article  Google Scholar 

  24. Ou C-Y, Liao J-T, Cheng W-L (2000) Building response and ground movements induced by a deep excavation. Géotechnique 50(3):209–220

    Article  Google Scholar 

  25. Ou C-Y, Hsieh P-G, Lin Y-L (2011) Performance of excavations with cross walls. J Geotech Geoenviron Eng 137(1):94–104

    Article  Google Scholar 

  26. Powrie W, Daly MP (2007) Centrifuge modelling of embedded retaining walls with stabilising bases. Géotechnique 57(6):485–497

    Article  Google Scholar 

  27. Powrie W, Li ESF (1991) Finite element analyses of an in situ wall propped at formation level. Géotechnique 41(4):499–514

    Article  Google Scholar 

  28. Powrie W, Preene M (1994) Time-drawdown behaviour of construction dewatering systems in fine soils. Géotechnique 44(1):83–100

    Article  Google Scholar 

  29. Powrie W, Roberts TOL (1995) Case history of a dewatering and recharge system in chalk. Géotechnique 45(4):599–609

    Article  Google Scholar 

  30. Preene M, Powrie W (1993) Steady-state performance of construction dewatering systems in fine soils. Géotechnique 43(2):191–205

    Article  Google Scholar 

  31. Pujades E, López A, Carrera J, Vázquez-Suñé E, Jurado A (2012) Barrier effect of underground structures on aquifers. Eng Geol 145–146:41–49

    Article  Google Scholar 

  32. Pujades E, Vàzquez-Suñé E, Carrera J, Jurado A (2014) Dewatering of a deep excavation undertaken in a layered soil. Eng Geol 178:15–27

    Article  Google Scholar 

  33. Pujades E, Jurado A, Carrera J, Vázquez-Suñé E, Dassargues A (2016) Hydrogeological assessment of non-linear underground enclosures. Eng Geol 207:91–102

    Article  Google Scholar 

  34. Richards DJ, Powrie W (1998) Centrifuge model tests on doubly propped embedded retaining walls in overconsolidated kaolin clay. Géotechnique 48(6):833–846

    Article  Google Scholar 

  35. Roscoe KH, Burland JB (1968) On the generalized stress-strain behavior of ‘wet’ clay. In: Heyman J, Leckie FA (eds) Engineering plasticity. Cambridge University Press, Cambridge, pp 535–609

    Google Scholar 

  36. Roy D, Robinson KE (2009) Surface settlements at a soft soil site due to bedrock dewatering. Eng Geol 107(3):109–117

    Article  Google Scholar 

  37. Shen S-L, Xu Y-S (2011) Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai. Can Geotech J 48(9):1378–1392

    Article  Google Scholar 

  38. Shen SL, Wu YX, Xu YS, Hino T, Wu HN (2015) Evaluation of hydraulic parameters from pumping tests in multi-aquifers with vertical leakage in Tianjin. Comput Geotech 68:196–207

    Article  Google Scholar 

  39. Shen SL, Wu YX, Misra A (2017) Calculation of head difference at two sides of a cut-off barrier during excavation dewatering. Comput Geotech 91:192–202

    Article  Google Scholar 

  40. Tan Y, Huang R, Kang Z, Bin W (2016) Covered semi-top-down excavation of subway station surrounded by closely spaced buildings in downtown shanghai: building response. J Perform Constr Facil 30(6):04016040

    Article  Google Scholar 

  41. Tan Y, Zhu H, Peng F, Karlsrud K, Wei B (2017) Characterization of semi-top-down excavation for subway station in Shanghai soft ground. Tunn Undergr Space Technol 68:244–261

    Article  Google Scholar 

  42. Tan Y, Lu Y, Wang D (2018) Deep excavation of the gate of the orient in Suzhou stiff clay: composite earth-retaining systems and dewatering plans. J Geotech Geoenviron Eng 144(3):05017009

    Article  Google Scholar 

  43. Tan Y, Lu Y, Xu C, Wang D (2018) Investigation on performance of a large circular pit-in-pit excavation in clay-gravel-cobble mixed strata. Tunn Undergr Space Technol 79:356–374

    Article  Google Scholar 

  44. Wang X-W, Yang T-L, Xu Y-S, Shen S-L (2019) Evaluation of optimized depth of waterproof curtain to mitigate negative impacts during dewatering. J Hydrol 577:123969

    Article  Google Scholar 

  45. Whittle AJ, Corral G, Jen LC, Rawnsley RP (2015) Prediction and performance of deep excavations for Courthouse Station, Boston. J Geotech Geoenviron Eng 141(4):04014123

    Article  Google Scholar 

  46. Wu YX, Shen SL, Xu YS (2015) Characteristics of groundwater seepage with cut-off wall in gravel aquifer. I: field observations. Can Geotech J 52(10):1526–1538

    Article  Google Scholar 

  47. Wu Y-X, Lyu H-M, Han J, Shen S-L (2019) Dewatering-induced building settlement around a deep excavation in soft deposit in Tianjin, China. J Geotech Geoenviron Eng 145(5):05019003

    Article  Google Scholar 

  48. Wu Y-X, Lyu H-M, Shen S-L, Zhou A (2020) A three-dimensional fluid-solid coupled numerical modeling of the barrier leakage below the excavation surface due to dewatering. Hydrogeol J 28(4):1449–1463

    Article  Google Scholar 

  49. Wu HN, Shen SL, Chen RP, Zhou A (2020) Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels. Comput Geotech 122:103549

    Article  Google Scholar 

  50. Wu Y-X, Shen S-L, Lyu H-M, Zhou A (2020) Analyses of leakage effect of waterproof curtain during excavation dewatering. J Hydrol 583:124582

    Article  Google Scholar 

  51. Xu C, Chen Q, Wang Y, Hu W, Fang T (2016) Dynamic deformation control of retaining structures of a deep excavation. J Perform Constr Facil 30(4):04015071

    Article  Google Scholar 

  52. Xu Y-S, Yan X-X, Shen S-L, Zhou A-N (2019) Experimental investigation on the blocking of groundwater seepage from a waterproof curtain during pumped dewatering in an excavation. Hydrogeol J 27:2659–2672

    Article  Google Scholar 

  53. Zeng CF, Xue XL, Zheng G, Xue TY, Mei GX (2018) Responses of retaining wall and surrounding ground to pre-excavation dewatering in an alternated multi-aquifer-aquitard system. J Hydrol 559:609–626

    Article  Google Scholar 

  54. Zeng CF, Yuan ZC, Xue XL, Zheng G, Mei GX (2018) Countermeasures to retaining wall deflection induced by pre-excavation dewatering. In: Qiu T, Tiwari B, Zhang Z (eds) Proceedings of GeoShanghai 2018 international conference: advances in soil dynamics and foundation engineering. Springer, Singapore, pp 455–463

    Chapter  Google Scholar 

  55. Zeng C-F, Zheng G, Xue X-L (2019) Responses of deep soil layers to combined recharge in a leaky aquifer. Eng Geol 260:105263

    Article  Google Scholar 

  56. Zeng CF, Zheng G, Xue XL, Mei GX (2019) Combined recharge: a method to prevent ground settlement induced by redevelopment of recharge wells. J Hydrol 568:1–11

    Article  Google Scholar 

  57. Zeng C-F, Zheng G, Zhou X-F, Xue X-L, Zhou H-Z (2019) Behaviours of wall and soil during pre-excavation dewatering under different foundation pit widths. Comput Geotech 115:103169

    Article  Google Scholar 

  58. Zeng CF, Xue XL, Li MK (2021) Use of cross wall to restrict enclosure movement during dewatering inside a metro pit before soil excavation. Tunn Undergr Space Technol. https://doi.org/10.1016/j.tust.2021.103909. (In press)

    Article  Google Scholar 

  59. Zhang YQ, Wang JH, Chen JJ, Li MG (2017) Numerical study on the responses of groundwater and strata to pumping and recharge in a deep confined aquifer. J Hydrol 548:342–352

    Article  Google Scholar 

  60. Zhang W, Zhang Y, Goh ATC (2017) Multivariate adaptive regression splines for inverse analysis of soil and wall properties in braced excavation. Tunn Undergr Space Technol 64:24–33

    Article  Google Scholar 

  61. Zhang WG, Goh ATC, Goh KH, Chew OYS, Zhou D, Zhang R (2018) Performance of braced excavation in residual soil with groundwater drawdown. Undergr Space 3(2):150–165

    Article  Google Scholar 

  62. Zhang W, Hou Z, Goh ATC, Zhang R (2019) Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories. Comput Geotech 106:286–295

    Article  Google Scholar 

  63. Zhang W, Zhang R, Wang W, Zhang F, Goh ATC (2019) A multivariate adaptive regression splines model for determining horizontal wall deflection envelope for braced excavations in clays. Tunn Undergr Space Technol 84:461–471

    Article  Google Scholar 

  64. Zhang WG, Li HR, Wu CZ, Li YQ, Liu ZQ, Liu HL (2020) Soft computing approach for prediction of surface settlement induced by earth pressure balance shield tunneling. Undergr Space. https://doi.org/10.1016/j.undsp.2019.12.003. (In press)

    Article  Google Scholar 

  65. Zheng G, Diao Y, Ng CWW (2011) Parametric analysis of the effects of stress relief on the performance and capacity of piles in nondilative soils. Can Geotech J 48(9):1354–1363

    Article  Google Scholar 

  66. Zheng G, Zeng CF, Diao Y, Xue XL (2014) Test and numerical research on wall deflections induced by pre-excavation dewatering. Comput Geotech 62:244–256

    Article  Google Scholar 

  67. Zheng G, Ha D, Zeng C, Cheng X, Zhou H, Cao J (2019) Influence of the opening timing of recharge wells on settlement caused by dewatering in excavations. J Hydrol 573:534–545

    Article  Google Scholar 

  68. Zheng G, Ha D, Loaiciga H, Zhou H, Zeng C, Zhang H (2019) Estimation of the hydraulic parameters of leaky aquifers based on pumping tests and coupled simulation/optimization: verification using a layered aquifer in Tianjin, China. Hydrogeol J 27(8):3081–3095

    Article  Google Scholar 

  69. Zhou H-Z, Zheng G, He X-P, Wang E-Y, Guo Z-Y, Nie D-Q, Ma S-K (2020) Numerical modelling of retaining structure displacements in multi-bench retained excavations. Acta Geotechnica 15:2691–2703

    Article  Google Scholar 

Download references

Acknowledgements

This work was supported by the National Natural Science Foundation of China [Grant Numbers 51708206 and 51978261], the China Postdoctoral Science Foundation [Grant Number 2019T120797], the China Scholarship Council [Grant Number 201808430270], the Natural Science Foundation of Hunan Province [Grant Numbers 2020JJ5193 and 2020JJ4300], the Research Foundation of Education Bureau of Hunan Province [Grant Numbers 20A190 and 17B097] and the Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety [Grant Number 2019ZDK007]. Finally, we deeply appreciate for the warm and efficient work by editors and reviewers.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Chao-Feng Zeng.

Additional information

Publisher's Note

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

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Zeng, CF., Powrie, W., Xue, XL. et al. Effectiveness of a buttress wall in reducing retaining wall movement during dewatering before bulk excavation. Acta Geotech. 16, 3253–3267 (2021). https://doi.org/10.1007/s11440-021-01179-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11440-021-01179-9

Keywords

Navigation