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Probability-based method using RFEM for predicting wall deflection caused by excavation

Probability-based method using RFEM for predicting wall deflection caused by excavation
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摘要 This study employs the random finite element method (RFEM) to analyze the wall deflection caused by excavation. The RFEM combined random fields of material properties with the FEM through the Monte Carlo simulation. A well-documented excavation case history is employed to evaluate the influence of uncertainty of analysis parameters. This study shows that RFEM can provide reasonable estimations of the exceedance probability of wall deflection caused by excavation, and has the potential to be a useful tool to account for the uncertainties of material and model parameters in the numerical analysis. This study employs the random finite element method (RFEM) to analyze the wall deflection caused by excavation. The RFEM combined random fields of material properties with the FEM through the Monte Carlo simulation. A well-documented excavation case history is employed to evaluate the influence of uncertainty of analysis parameters. This study shows that RFEM can provide reasonable estimations of the exceedance probability of wall deflection caused by excavation, and has the potential to be a useful tool to account for the uncertainties of material and model parameters in the numerical analysis.
作者 Yu-geng TANG
出处 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2011年第10期737-746,共10页 浙江大学学报(英文版)A辑(应用物理与工程)
基金 Project (No. NSC 99-2221-E-146-004) supported by the National Science Council
关键词 挖掘 随机的有限元素方法(RFEM ) 无常 墙偏转 Excavation, Random finite element method (RFEM), Uncertainty, Wall deflection
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  • 1ACI Committee 318, 1995. Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95). American Concrete Institute (ACI),Farmington Hills, Michigan.
  • 2Dodge JT,Mitchell C,Hanahan DJ.The preparation and chemical characteristic of hemoglobin-free ghosts human erythrocytes.Arch Biochem Biophys,1963,100:119
  • 3Box, G.E., Muller, M.E., 1958. A note on the generation of random normal deviates. The Annals of Mathematical Statistics, 29(2):610-611. [doi:10.12141aoms1117770 6645].
  • 4Cheng, T.Y, 1987. Geotechnical Characteristics of Sungshan Formation within Taipei City. MS Thesis, Asian Institute of Technology, Bnagkok.
  • 5Clough, G.W., Mana, A.I., 1976. Lessons Learned in Finite Element Analysis of Temporary Excavation in Soft Clay. Desai, C.S. (Ed.), Numerical Method in Geomechanies, Blacksburg, Virginia, p.496-510.
  • 6Duncan, J.M., 2000. Factors of safety and reliability in geo- technical engineering. Journal of Geotechnical and Geoenvironmental Engineering, 126(4):307-316. [doi:10.1061/(ASCE)1090-0241 (2000)126:4(307)].
  • 7Duncan, J.M., Chang, C.Y., 1970. Nonlinear analysis of stress and strain in soils. Journal of Soil Mechanic Foundation Division, 96(5): 1629-1651.
  • 8Fenton, G.A., Griffiths, D.V., 2002. Probabilistic foundation settlement on spatially random soil. Journal of Geo- technical Engineering, 128(5):381-390. [doi:10.10611 (ASCE)1090-0241 (2002)128:5(381 )].
  • 9Song X,Bao M,Li D,et al.Advanced glycation in D-galactose induced mouse aging model.Mech Ageing Dev,1999,108(3) :239-251
  • 10Griffiths, D.V., Fenton, GA., 2001. Bearing capacity of spa- tially random soil: the undrained clay Prandtl problem revisited. Geotechnique, 4:351-359. [doi:10.1680/geot. 51.4.351.39396].

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