Reliability-based robust geotechnical design of braced excavations considering multiple failure modes-Reference-Cited by-同舟云学术

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Reliability-based robust geotechnical design of braced excavations considering multiple failure modes

Published:2023-04 Issue: Volume:9 Page:43-52
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Hong Li,Wang Xiangyu,Zhang Wengang

Funder

National Natural Science Foundation of China

Natural Science Foundation of Chongqing

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference45 articles.

1. Model uncertainties in foundation design;Bathurst;Probabilistic Engineering Mechanics,2021

2. An evolutionary many-objective optimization algorithm using reference-point-based nondominated sorting approach, Part I: Solving problems with box constraints;Deb;Ieee Transactions on Evolutionary Computation,2014

3. A fast and elitist multiobjective genetic algorithm: NSGA-II;Deb;Ieee Transactions on Evolutionary Computation,2002

4. Improved robust design of rock wedge slopes with a new robustness measure;Fan;Computers and Geotechnics,2020

5. Reliability assessment of basal-heave stability for braced excavations in clay;Goh;Journal of Geotechnical and Geoenvironmental Engineering,2008

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1. An intelligent resilience evaluation model for the development of urban underground space with safety concern of surrounding existing built environment;Tunnelling and Underground Space Technology;2024-07

2. System reliability-based robust design of deep foundation pit considering multiple failure modes;Geoscience Frontiers;2024-03

3. Deformation Characteristics of Soft Soil Induced by Deep Excavation and Its Impact on Adjacent Tunnels: A Case Study in Shanghai;KSCE Journal of Civil Engineering;2024-02-15

4. Resilience Study for Underground Space Development Considering the Safety of Surrounding Built Environment;Lecture Notes in Civil Engineering;2024

5. Model test and numerical simulation of a new prefabricated double-row piles retaining system in silty clay ground;Underground Space;2023-12

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