Analysis on Single Pile Vertical Static Load Test Result in Superficial Part Hard Soil in Shanghai

ZHU Huo-gen; WANG Zhen-nan; FU Xi-liang

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2006 > 20(4): 208-211

ZHU Huo-gen, WANG Zhen-nan, FU Xi-liang. Analysis on Single Pile Vertical Static Load Test Result in Superficial Part Hard Soil in Shanghai[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(4): 208-211.

Citation:

ZHU Huo-gen, WANG Zhen-nan, FU Xi-liang. Analysis on Single Pile Vertical Static Load Test Result in Superficial Part Hard Soil in Shanghai[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(4): 208-211.

Citation:

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Analysis on Single Pile Vertical Static Load Test Result in Superficial Part Hard Soil in Shanghai

1 .Shanghai Geological & Mineral Engineering Investigation Co., Ltd, Shanghai 200072;
2 .Law School, Shanghai University, Shanghai 201701;
3 .Shanghai Geotechnical Engineering Detecting Centre, Shanghai 200072 China

Received Date: 2006-05-10
Available Online: 2021-07-06

Abstract

Abstract

Based on analyzing the destructive static load test results, the failure patterns of single pile in superficial part hard soil area is approached. The research will benefit in determining the influence of the chooaing of certain ultimate friction resistance and the quality assurance for sinking pile on the test results.
- static load test,
- vertical ultimate bearing capacity of single pile,
- ultimate friction resistance