Simulation-Based Methods

Jie Zhang (), Te Xiao (), Jian Ji (), Peng Zeng () and Zijun Cao ()
Additional contact information
Jie Zhang: Tongji University
Te Xiao: The Hong Kong University of Science and Technology
Jian Ji: Hohai University
Peng Zeng: Chengdu University of Technology
Zijun Cao: Southwest Jiaotong University

Chapter Chapter 3 in Geotechnical Reliability Analysis, 2023, pp 87-126 from Springer

Abstract: Abstract Although first-order reliability methods introduced in the previous chapter are efficient and easy to apply, they may not work well for problems with high dimensionality, nonlinear performance functions, and multiple failure modes (e.g., Schuëller et al. (Schuëller et al. in Probab Eng Mech 19:463–474, 2004); Song et al. (Song et al. in ASCE-ASME J Risk U A 7:03121001, 2021)), which are not uncommon in geotechnical engineering particularly when the spatial variability of soil properties is considered (e.g., Xiao ( Xiao T (2018) Geotechnical spatial variability characterization and collaborative risk assessment of slopes. Ph.D. thesis Wuhan University Wuhan (in Chinese))), which will be introduced in Chap. 5 .

Date: 2023
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DOI: 10.1007/978-981-19-6254-7_3

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