Clay cap underlain by loose sand with caisson and semi-circle shape deflection wall [Test II-B2]
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下载链接：
http://nees.org/warehouse/experiment/3004/project/731
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资源简介：
Test II-B2 includes an upper clay cap, the rigid caisson, and a semi-circle shape deflection wall. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly cemented sand.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2013-04-10
