CORC

浏览/检索结果: 共6条,第1-6条 帮助

已选(0)清除 条数/页:   排序方式:
Bearing capacity of rectangular footings in uniform clay with deep embedment 期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 86, 页码: 209-218
作者:  Liu, Jun;  Li, Mingzhi;  Hu, Yuxia;  Han, Congcong
收藏  |  浏览/下载:2/0  |  提交时间:2019/12/02
A general slip-line field solution for the ultimate bearing capacity of a pipeline on drained soils 期刊论文
OCEAN ENGINEERING, 2015, 卷号: 104, 页码: 405-413
作者:  Gao FP(高福平);  Wang N;  Zhao B
收藏  |  浏览/下载:14/0  |  提交时间:2015/09/22
Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils 期刊论文
THEORETICAL & APPLIED MECHANICS LETTERS, 2012, 卷号: 2, 期号: 5, 页码: 051004
作者:  Gao FP(高福平);  Zhao B(赵波);  Gao FP(高福平)
收藏  |  浏览/下载:14/0  |  提交时间:2013/01/16
Study on failure mechanism and bearing capacity of three-dimensional rectangular footing subjected to combined loading 期刊论文
CHINA OCEAN ENGINEERING, 2008, 卷号: 22, 页码: 313-330
作者:  Qi-yi, Zhang;  Mao-tian, Luan;  Zhong-tao, Wang
收藏  |  浏览/下载:5/0  |  提交时间:2019/12/27
UPPER BOUND LIMIT ANALYSIS OF BEARING CAPACITY OF RECTANGULAR FOOTING ON HOMOGENEOUS CLAYS 会议论文
4th Asian Joint Symposium on Geotechnical and Geo-Environmental Engineering (JS-Dalian 2006), Dalian, PEOPLES R CHINA, 2006-01-01
作者:  Zhang, Qiyi;  Luan, Maotian;  Fan, Qinglai;  Wu, Ke;  Wang, Zhiyun
收藏  |  浏览/下载:9/0  |  提交时间:2019/12/27
Elastoplastic numerical analysis of layered soil foundation under the rectangular shallow footing subjected to vertical load 期刊论文
2005, 卷号: 4, 页码: 134-138
作者:  ZHU Ai-jun[1];  ZENG Xiang-yong[1];  DENG An-fu[1]
收藏  |  浏览/下载:3/0  |  提交时间:2019/11/29


©版权所有 ©2017 CSpace - Powered by CSpace