All-sand profile with caisson and wedge-shaped ground deflection wall [Test II-A]
收藏Mendeley Data2024-01-31 更新2024-06-27 收录
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http://nees.org/warehouse/experiment/3001/project/731
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资源简介：
Test II-A includes the rigid caisson along with a "V" shape 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
