Clay cap underlain by loose sand, with caisson [Test I-B]
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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.
试验I-B包含带有上部黏土盖层的土体剖面、刚性沉箱，且未设置抗偏转墙构件。该土体剖面由10米厚的松散砂土构成，其下伏2米厚的密实弱胶结砂土。
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2013-04-10
