Comparisons of Two Pile Load Testing Methods at Heat and Power Plant in North China
详细信息
- 责任者：Xu Peng (College of Construction Engineering of Jilin University ; Changchun 130026 ; China) ; Wang Qing
- 刊名：Journal of Engineering Geology
- 出版年：2012
- 卷期：20(1)
- 关键词：桩基检测 ; pile foundation detection
- 页码：p.138-143
- 图表：4 illus., 4 tables, 11 refs.
- 分类号：1702
- issnNo：ISSN1004-9665
- isbnNo：CN11-3249/P
摘要
In this paper,the ultimate bearing capacity of single PHC pile is determined by static loading test and high strain test.There are two different diameters of the six test piles.At first,the six piles are tested with the high strain method.The results are obtained with the GOBLE-CAPWAPC-CASE method.Then the piles are tested with the static vertical load testing and slow maintenance loading method.Comparing the results of the two methods,the bearing capacity of the piles by the high strain dynamic testing method is higher than that of the piles tested by the static loading test.