Clay cap underlain by loose sand, with caisson [Test I-B]
收藏Mendeley Data2024-01-31 更新2024-06-27 收录
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https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2009-0731.groups/Experiment-6
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资源简介：
Test I-B included a soil profile with upper clay cap, the rigid caisson, and no deflection wall element. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly cemented sand.
创建时间：
2024-01-31
