Engineering Case of Comparison on Self-balanced Pile Testing Method and Anchored Pile Method

Zhang Xianlin

doi:10.3969/j.issn.1007-2993.2017.06.004

Volume 31 Issue 6

Jul. 2021

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Zhang Xianlin. Engineering Case of Comparison on Self-balanced Pile Testing Method and Anchored Pile Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2017, 31(6): 283-288. doi: 10.3969/j.issn.1007-2993.2017.06.004

Citation:

Zhang Xianlin. Engineering Case of Comparison on Self-balanced Pile Testing Method and Anchored Pile Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2017, 31(6): 283-288. doi: 10.3969/j.issn.1007-2993.2017.06.004

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Engineering Case of Comparison on Self-balanced Pile Testing Method and Anchored Pile Method

doi: 10.3969/j.issn.1007-2993.2017.06.004

Zhang Xianlin

Nuclear Industry of China Geotechnical Engineering Co., Ltd, Hebei Province Shijiazhuang 050022, Hebei, China

Received Date: 2017-09-26
Available Online: 2021-07-06

Abstract

Abstract

The self-balanced pile testing method is a new axial static load test of pile. Compared with the traditional static load test method to save time labor and costs. Through the same type of test piles in a project, static load test and uplift test are carried out by self-balanced pile testing method and anchored pile method, respectively. The test results show the feasibility of self-balanced pile testing method.
- self-balanced pile testing method,
- static load test method,
- anchored pile method,
- uplift test