All-sand profile with caisson and wedge-shaped ground deflection wall [Test II-A]
收藏Mendeley Data2024-01-31 更新2024-06-29 收录
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https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2009-0731.groups/Experiment-5
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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.
试验II-A包含刚性沉箱（rigid caisson）与"V"型偏转挡墙构件。土层剖面为10米厚的松散砂土，其下伏2米厚的密实弱胶结砂土。
创建时间：
2024-01-31
