A new method to select the cross-sectional shape of stabilizing piles from the perspective of design robustness
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference37 articles.
1. Analysis of pile stabilized slopes based on soil-pile interaction;Ashour;Computers and Geotechnics,2012
2. A fast and efficient response surface approach for structural reliability problems;Bucher;Structural safety,1990
3. Soil-structure interaction for landslide stabilizing piles;Chen;Computers and Geotechnics,2002
4. Response of laterally loaded rectangular and circular piles in soils with properties varying with depth;Choi;Journal of Geotechnical and Geoenvironmental Engineering,2014
5. A fast and elitist multiobjective genetic algorithm: NSGA-II;Deb;IEEE Transactions on Evolutionary Computation,2002
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