期刊文献+
共找到1篇文章
< 1 >
每页显示 20 50 100
Ground movements due to deep excavations in Shanghai: Design charts 被引量:6
1
作者 Malcolm D. BOLTON Sze-Yue LAM +2 位作者 Paul J. VARDANEGA charles w. w. ng Xianfeng MA 《Frontiers of Structural and Civil Engineering》 CSCD 2014年第3期201-236,共36页
Recent research has clarified the sequence of ground deformation mechanisms that manifest themselves when excavations are made in soft ground. Furthermore, a new framework to describe the deformability of clays in the... Recent research has clarified the sequence of ground deformation mechanisms that manifest themselves when excavations are made in soft ground. Furthermore, a new framework to describe the deformability of clays in the working stress range has been devised using a large database of previously published soil tests. This paper aims to capitalize on these advances, by analyzing an expanded database of ground movements associated with braced excavations in Shanghai. It is shown that conventional design charts fail to take account either of the characteristics of soil deformability or the relevant deformation mechanisms, and therefore introduce significant scatter. A new method of presentation is found which provides a set of design charts that clarify the influence of soil deformability, wall stiffness, and the geometry of the excavation in relation to the depth of soft ground. 展开更多
关键词 SHANGHAI EXCAVATIONS mobilizable strength design dimensionless groups design charts
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部