ANALYSIS OF SINGLE PILES UNDER LATERAL LOADING
ANALYSIS OF SINGLE PILES UNDER LATERAL LOADING
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发表时间：
1979-12
期刊：
影响因子：
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通讯作者：
B. Meyer;L. Reese
中科院分区：
文献类型：
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作者：
B. Meyer;L. Reese
采用有限差分计算机程序COM623对横向荷载桩的受力特性进行了研究。对文献进行了彻底的搜索，以找到在粘土和砂中进行的横向荷载试验的结果。这些分析结果表明，大多数p-y准则在预测桩的行为方面是令人满意的，其中p是单位长度对桩的侧阻力，y是桩的挠度。根据本报告中提出的一些分析结果，建议对Reese和Welch（1975）的p-y标准进行修改。(供)
The behavior of laterally loaded piles was investigated using the finite difference computer program COM623. A thorough search of the literature was undertaken to find the results of lateral load tests performed in clay and sand. The results of these analyses indicate that most of the p-y criteria, where p is the lateral resistance against the pile in force per unit of length and y is pile deflection, are satisfactory in predicting pile behavior. A modification of the p-y criteria of Reese and Welch (1975) was suggested, based on the results of some of the analyses presented in this report. (FHWA)