Database of rocking shallow foundation performance: Slow-cyclic and monotonic loading
Database of rocking shallow foundation performance: Slow-cyclic and monotonic loading
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摇摆浅基础性能数据库:慢循环和单调加载
DOI:
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发表时间:
2020
期刊:
影响因子:
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通讯作者:
G. Gazetas
中科院分区:
文献类型:
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作者:
M. Hakhamaneshi;B. Kutter;Andreas G. Gavras;Sivapalan Gajan;A. Tsatsis;Weian Liu;K. Sharma;G. Pianese;Tetsuya Kohno;L. Deng;R. Paolucci;I. Anastasopoulos;G. Gazetas
Many physical model tests have examined the performance of rocking foundations during cyclic and seismic loading. These tests varied in model size, testing equipment, superstructure properties, footing shape, supporting soil environment, and loading protocol. “FoRCy, Foundation Rocking database of Cyclic and Monotonic Loading” is a new database (published at https://datacenterhub.org/), summarizing the results of monotonic and slow-cyclic loading tests of rocking foundations. The database consists of columns identifying testing equipment and facility, soil, superstructure, and system properties, as well as loading protocol and results. The database contains 456 records (rows), each one being unique in either model configuration or loading amplitude. To illustrate its value, this article shows correlations between (1) settlement, rotation, and factor of safety with respect to bearing capacity and (2) moment and cumulative rotation for shallow footings. Data indicate that the rotation required to mobilize the moment capacity is surprisingly constant (about 0.01 radians) for a wide range of experiments.