Funder
Ministry of Science and Technology of the People's Republic of China
National Key Research and Development Program of China
National Natural Science Foundation of China
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference29 articles.
1. Analysis of an image-based method to quantify the size and shape of sand particles;Altuhafi;J. Geotech. Geoenviron. Eng.,2013
2. Cai, Y., Yu, H.S., Wanatowski, D., Li, X., 2013. Noncoaxial behavior of sand under various stress paths. J. Geotech. Geoenviron. Eng. 139(8):1381–1395. doi: 10.1061/(ASCE)GT.1943-5606.0000854.
3. Permanent deformation characteristics of saturated sand under cyclic loading;Cai;Can. Geotech. J.,2015
4. Deformation characteristics of overconsolidated clay sheared under constant and variable confining pressure;Gu;Soils Found.,2016
5. The deformation of granular materials under repeated traffic load by discrete element modelling;Gu;Eur. J. Environ. Civ. Eng.,2020
Cited by
2 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