Funder
National Natural Science Foundation of China
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference58 articles.
1. Al-Tabbaa, A., Wood, D. M., 1989. An experimentally based 'bubble' model for clay, in: S. Pietruszczak, G. N. P., (Eds.). International Symposium on Numerical Models in Geomechanics (3rd: 1989). Elsevier Applied Science, pp. 91-99.
2. Full-scale model testing on a ballastless high-speed railway under simulated train moving loads;Bian;Soil Dyn. Earthq. Eng.,2014
3. Sand fabric evolution effects on drain design for liquefaction mitigation;Bouckovalas;Soil Dyn. Earthq. Eng.,2011
4. One-way cyclic triaxial behavior of saturated clay: comparison between constant and variable confining pressure;Cai;J. Geotech. Geoenviron.,2013
5. Stress-strain response of soft clay to traffic loading;Cai;Géotechnique.,2017
Cited by
3 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献