Abstract
The purpose of this lecture is to show how field measurements of displacement around foundations and excavations combined with numerical analysis and recent developments in laboratory techniques have together brought about improvements in the understanding of the stiffness properties of a wide range of soils at the low levels of strain often encountered in practice. Key words: excavations, foundations, weak rock, stiff clay, field measurements, strain, yield, laboratory instrumentation, in situ testing.
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Cited by
348 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