堆
刚度
结算(财务)
地质学
变形(气象学)
基础(拓扑)
岩土工程
结构荷载
结构工程
工程类
计算机科学
数学
数学分析
海洋学
万维网
付款
作者
Mark Randolph,C. P. Wroth
出处
期刊:Journal of the Geotechnical Engineering Division
[American Society of Civil Engineers]
日期:1978-12-01
卷期号:104 (12): 1465-1488
被引量:771
标识
DOI:10.1061/ajgeb6.0000729
摘要
An approximate closed-form solution has been obtained to the problem of a vertically loaded pile in a linear elastic soil. This solution has been derived by uncoupling the load-transfer for the pile into separate shaft and base components. Throughout the development of the analysis, well-proven numerical techniques have been used to verify that the assumptions made are reasonable. The final form of the solution gives the load-settlement ratio of the pile in terms of the pile geometry and stiffness and soil stiffness. The analysis has been used to back-analyze pile tests, enabling immediate estimates of the soil stiffness profile to be made from the measured load-settlement curve of the pile. The application of the method to pile design is demonstrated—design curves being sketched for piles of different geometries in two typical soft clay deposits.
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