Dynamic Tests in Improved Soil (TPI)
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下载链接：
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2010-0952.groups/Experiment-1
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资源简介：
Experiment was performed on October 12, 2010 in Miami, Oklahoma. A full geotechnical site evaluation was performed and is provided in the documentation folder. A circular pipe pile with a diameter of 12.75", a sidewall thickness of 3/8", and a length of 23' was installed in the center of a 13'x13'x13' cement deep soil mixing (CDSM) improved soil block. The pile cap was subjected to sinusoidal lateral loads at frequencies ranging from 0.4 Hz to 8 Hz and displacement magnitudes ranging from 0.01 inches to 4 inches. A hydraulic linear shaker from the NEES facility at the University of California, Los Angeles (UCLA) was used to apply the loads.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2014-06-11
