The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
May. 08, 2018

Filed:

Jun. 21, 2017
Applicants:

Powerchina Huadong Engineering Corporation Limited, Hangzhou, CN;

Zhejiang Huadong Engineering Safety Technology Co., Ltd, Hangzhou, CN;

Inventors:

Wenhua Chen, Hangzhou, CN;

Haifeng Qi, Hangzhou, CN;

Jing Hou, Hangzhou, CN;

Zhenqian Jiang, Hangzhou, CN;

Yongyong Zhang, Hangzhou, CN;

Guobin Wang, Hangzhou, CN;

Assignee:

Other;

Attorneys:
Primary Examiner:
Assistant Examiner:
Int. Cl.
CPC ...
E02D 33/00 (2006.01); E02D 27/12 (2006.01); E02D 9/02 (2006.01); G01B 5/30 (2006.01); G01B 11/16 (2006.01); E02D 1/02 (2006.01);
U.S. Cl.
CPC ...
E02D 33/00 (2013.01); E02D 9/02 (2013.01); E02D 27/12 (2013.01); G01B 5/30 (2013.01); E02D 1/022 (2013.01); G01B 11/16 (2013.01);
Abstract

The invention relates to a method to test friction resistance at inner and outer sidewalls of pipe pile through in-situ test. The method comprises embedding a strain sensor at inner or outer sidewalls of pipe pile to measure strain variation generating on pipe pile body under the action of load; carrying out static load test with the soil plug remaining in the pipe pile to obtain the strain variation εof the pipe pile body at the isoil layer; taking out the soil plug remaining in the pipe pile and carrying out static load test to obtain the strain variation εof the pipe pile body at the isoil layer; and obtaining the friction respectively at the outer and inner sidewalls of the pipe pile at the isoil layer according to the measured strain variation, εand ε.


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