All-sand profile with caisson [Test I-A2]
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http://nees.org/warehouse/experiment/2999/project/731
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资源简介:
Test I-A2 includes a rigid caisson with no deflection wall element. The ground is gently sloping (4-5 degrees prototype). 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



