On methods for interpreting bearing capacity from a pile load test

J. H. Hwang, J. C.C. Li, N. Liang

研究成果: 雜誌貢獻期刊論文同行評審

4 引文 斯高帕斯(Scopus)

摘要

This paper summarizes and classifies the methods for interpreting bearing capacity from results of a pile load test. Six criteria, namely: (1) physical meaning, (2) consistency, (3) simplicity, (4) applicability, (5) practicability and (6) effect of coordinate scale, are used to appraise the methods by a case study. Based on the appraisal, it is found that the Terzaghi method and the maximum curvature method provide the best results in interpreting the ultimate and yield bearing capacities, respectively. To unify the definition of ultimate bearing capacity and accumulate experience from the pile load tests, the Terzaghi method is suggested to be the standard and basic interpretation method for ultimate bearing capacity of a pile load test.

原文???core.languages.en_GB???
頁(從 - 到)27-39
頁數13
期刊Geotechnical Engineering
34
發行號1
出版狀態已出版 - 4月 2003

指紋

深入研究「On methods for interpreting bearing capacity from a pile load test」主題。共同形成了獨特的指紋。

引用此