Clap cap underlain by loose sand, with a caisson and truncated wedge-shaped ground deflection wall [Test II-B3]
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Test II-B3 includes the rigid caisson, clay cap, and a truncated "V" shaped 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
