Full probabilistic design of earth retaining structures using generalized subset simulation

被引:31
|
作者
Gao, Guo-Hui [1 ]
Li, Dian-Qing [1 ]
Cao, Zi-Jun [1 ]
Wang, Yu [2 ]
Zhang, Lulu [3 ]
机构
[1] Wuhan Univ, Inst Engn Risk & Disaster Prevent, State Key Lab Water Resources & Hydropower Engn S, 8 Donghu South Rd, Wuhan 430072, Hubei, Peoples R China
[2] City Univ Hong Kong, Dept Architecture & Civil Engn, Kowloon, Tat Chee Ave, Hong Kong 999077, Peoples R China
[3] Shanghai Jiao Tong Univ, Dept Civil Engn, State Key Lab Ocean Engn, 800 Dongchuan Rd, Shanghai 200030, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Reliability-based design; Earth retaining structures; Monte Carlo simulation; Subset simulation; Design point; RELIABILITY-BASED DESIGN; RESISTANCE FACTOR DESIGN; ROBUST GEOTECHNICAL DESIGN; IN-PLACE PILES; SPATIAL VARIABILITY; EXTERNAL STABILITY; BRACED EXCAVATIONS; SPREAD FOUNDATIONS; LOAD; OPTIMIZATION;
D O I
10.1016/j.compgeo.2019.04.020
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Reliability-based design (RBD) of earth retaining structures has attracted considerable attentions due to several distinctive elements, such as correlated load and resistance, multiple correlated failure modes, etc. These elements can be rationally considered using full probabilistic design approaches based on Monte Carlo simulation (MCS). However, MCS-based full probabilistic design approaches are often criticized because of a lack of computational efficiency and resolution at small probability levels. This paper develops an efficient MCS-based full probabilistic design approach, which directly makes use of Generalized Subset Simulation (GSS) to perform RBD of earth retaining structures. The proposed method allows simultaneously approaching failure domains of different possible designs in a prescribed design space by a single GSS run and generating their corresponding failure samples in an efficient manner. As a result, a large number of failure samples can be generated for numerical representation of failure domains of possible designs. Then, the failure probabilities of possible designs are calculated for identifying feasible designs and the design point of each design can be approximately determined as the most probable failure sample of the design according to its probabilistic interpretation. Finally, the proposed approach is illustrated through two design examples of gravity retaining wall.
引用
收藏
页码:159 / 172
页数:14
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