Abstract
In this chapter, we present an efficient Bayesian back-analysis procedure for braced excavations using wall deflection data at multiple points. A response surface method is adopted to efficiently evaluate the wall response. Deflection data for 49 wall sections from 11 case histories are collected to characterize the model error of the finite element method for evaluating the deflections at various points. A braced excavation project in Hangzhou, China is chosen to illustrate the effectiveness of the proposed procedure. The results indicate that the soil parameters could be updated more significantly for the updating that uses the deflection data at multiple points than that only uses the maximum deflection data. The predicted deflections from the updated parameters agree fairly well with the field observations. The main significance of the proposed procedure is that it improves the updating efficiency of the soil parameters without adding monitoring effort compared with the traditional method that uses the maximum deflection data.
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References
Phoon KK, Kulhawy FH (1999) Characterization of geotechnical variability. Can Geotech J 36(4):612–24
Li DQ, Qi XH, Phoon KK, Zhang LM, Zhou CB (2014) Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes. Struct Saf 49:45–55
Zhang J, Huang HW, Zhang LM, Zhu HH, Shi B (2014) Probabilistic prediction of rainfall-induced slope failure using a mechanics-based model. Eng Geol 168:129–40
Tang WH, Stark TD, Angulo M (1999) Reliability in back analysis of slope failures. Soils Found 39(5):73–80
Cao Z, Wang Y (2014) Bayesian model comparison and characterization of undrained shear strength. J Geotech Geoenviron Eng 140(6):04014018
Ching J, Phoon K-K, Chen Y-C (2010) Reducing shear strength uncertainties in clays by multivariate correlations. Can Geotech J 47(1):16–33
Ching J, Chen J, Yeh J, Phoon K (2012) Updating uncertainties in friction angles of clean sands. J Geotech Geoenviron Eng 138(2):217–29
Wang Y, Au S-K, Cao Z (2010) Bayesian approach for probabilistic characterization of sand friction angles. Eng Geol 114(3–4):354–63
Finno R, Calvello M (2005) Supported excavations: observational method and inverse modeling. J Geotech Geoenviron Eng 131(7):826–36
Hashash YMA, Levasseur S, Osouli A, Finno R, Malecot Y (2010) Comparison of two inverse analysis techniques for learning deep excavation response. Comput Geotech 37(3):323–33
Juang CH, Luo Z, Atamturktur S, Huang HW (2013) Bayesian updating of soil parameters for braced excavations using field observations. J Geotech Geoenviron Eng 139(3):395–406
Hashash Y, Marulanda C, Ghaboussi J, Jung S (2006) Novel approach to integration of numerical modeling and field observations for deep excavations. J Geotech Geoenviron Eng 132(8):1019–31
Wang L, Luo Z, Xiao J, Juang CH (2014) Probabilistic inverse analysis of excavation-induced wall and ground responses for assessing damage potential of adjacent buildings. Geotech Geol Eng 32(2):273–85
Huang J, Kelly R, Li D, Zhou C, Sloan S (2016) Updating reliability of single piles and pile groups by load tests. Comput Geotech 73:221–30
Wang L, Ravichandran N, Juang CH (2012) Bayesian updating of KJHH model for prediction of maximum ground settlement in braced excavations using centrifuge data. Comput Geotech 44:1–8
Zhang LL, Zhang J, Zhang LM, Tang WH (2010) Back analysis of slope failure with Markov chain Monte Carlo simulation. Comput Geotech 37(7–8):905–12
Park JH, Kim D, Chung CK (2012) Implementation of Bayesian theory on LRFD of axially loaded driven piles. Comput Geotech 42:73–80
Zhang J, Wilson T, Zhang LM (2010) Efficient probabilistic back-analysis of slope stability model parameters. J Geotech Geoenviron Eng 136(1):99–109
Kung GT, Juang CH, Hsiao EC, Hashash YM (2007) Simplified model for wall deflection and ground-surface settlement caused by braced excavation in clays. J Geotech Geoenviron Eng 133(6):731–47
Zhang J, Zhang LM, Wilson T (2009) Bayesian framework for characterizing geotechnical model uncertainty. J Geotech Geoenviron Eng 135(7):932–40
Zhang DM, Phoon KK, Huang HW, Hu QF (2015) Characterization of model uncertainty for cantilever deflections in undrained clay. J Geotech Geoenviron Eng 141(1):04014088
Feng X, Jimenez R (2014) Bayesian prediction of elastic modulus of intact rocks using their uniaxial compressive strength. Eng Geol 173:32–40
Phoon KK, Santoso A, Quek ST (2010) Probabilistic analysis of soil-water characteristic curves. J Geotech Geoenviron Eng 136(3):445–55
Li DQ, Jiang SH, Cao ZJ, Zhou W, Zhou CB, Zhang LM (2015) A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties. Eng Geol 187:60–72
Li DQ, Zheng D, Cao ZJ, Tang XS, Phoon KK (2016) Response surface methods for slope reliability analysis: Review and comparison. Eng Geol 203:3–14
Mollon G, Dias D, Soubra A (2009) Probabilistic analysis of circular tunnels in homogeneous soil using response surface methodology. J Geotech Geoenviron Eng 135(9):1314–25
Tan O, Zaimoglu AS, Hinislioglu S, Altun S (2005) Taguchi approach for optimization of the bleeding on cement-based grouts. Tunn Undergr Space Technol 20(2):167–73
Ledesma A, Gens A, Alonso EE (1996) Estimation of parameters in geotechnical backanalysis—I maximum likelihood approach. Comput Geotech 18(1):1–27
Likitlersuang S, Surarak C, Wanatowski D, Oh E, Balasubramaniam A (2013) Finite element analysis of a deep excavation: a case study from the Bangkok MRT. Soils Found 53(5):756–73
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
Hsiung B-CB (2009) A case study on the behaviour of a deep excavation in sand. Comput Geotech 36(4):665–75
Lehane B, Zaremba N (2007) The performance of steel struts in a braced excavation in Perth CBD. Aust Geomech J 42(3):121–32
Lu Y, Tan Y, Peng F, Liao S (2012) FE simulation of deep excavations in sensitive soft clays. In: Hryciw RD, Athanasopoulos-Zekkos A, Yesiller N (eds) GeoCongress 2012: state of the art and practice in geotechnical engineering. Oakland, pp 750–9
Liu X-L, Ma Y, Guo G-Q, Tao T, Zhou H (2012) Applicability of PLAXIS2D used for numerical simulation in foundation pit excavations. Periodic Ocean Univ China 42(4):19–25 (in Chinese)
Tan Y, Wei B (2012) Observed behaviors of a long and deep excavation constructed by cut-and-cover technique in shanghai soft clay. J Geotech Geoenviron Eng 138(1):69–88
Wang ZW, Ng CWW, Liu GB (2005) Characteristics of wall deflections and ground surface settlements in Shanghai. Can Geotech J 42(5):1243–54
Teo PL, Wong KS (2012) Application of the Hardening Soil model in deep excavation analysis. IES J Part A Civil Struct Eng 5(3):152–65
Corral G, Whittle AJ (2010) Re-analysis of deep excavation collapse using a generalized effective stress soil model. In: Finno R, Hashash YMA, Arduino P (eds) 2010 Earth Retention Conference. American Society of Civil Engineers, Bellevue, Washington, DC
Lim A, Ou C-Y, Hsieh P-G (2010) Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions. J GeoEng 5(1):9–20
Calvello M (2002) Inverse analysis of a supported excavation through Chicago glacial clays. Northwestern University, Evanston
Ran L, Ye XW, Zhu HH (2011) Long-term monitoring and safety evaluation of a metro station during deep excavation. Procedia Eng 14:785–92
Zhu HH, Ye XW, Ran L (2011) Reliability analysis of deep excavation based on field monitoring data. J Railw Eng Soc 28(9):7–11 (in Chinese)
Brinkgreve R (2002) PLAXIS (version 8) user’s manual. Delft University of Technology and PLAXIS BV, Netherlands
Chowdhury SS, Deb K, Sengupta A (2013) Estimation of design parameters for braced excavation: numerical study. Int J Geomech 13(3):234–47
Orazalin ZY, Whittle AJ, Olsen MB (2015) Three-dimensional analyses of excavation support system for the stata center basement on the MIT Campus. J Geotech Geoenviron Eng 141(7):05015001
Atkinson J (2007) The mechanics of soils and foundations. Taylor & Francis
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Zhou, WH., Yin, ZY., Yuen, KV. (2021). An Efficient Probabilistic Back-Analysis Method for Braced Excavations . In: Practice of Bayesian Probability Theory in Geotechnical Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-15-9105-1_10
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DOI: https://doi.org/10.1007/978-981-15-9105-1_10
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