Comparison and analysis of conversion methods for self-balancing test of pile bearing capacity

The principle and method of self-balancing test are introduced briefly. In this article, through comparison of common Q-S curve of equivalent transformation to transform from the balance of the measured load-displacement curve for the traditional method of load - displacement curve, puts forward the...

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Main Authors:	Qiu Yonggang, Huang Chuansheng, Hong Renhao, Chen Chunhan, Yi Jinxiang, Li Weixiong
Format:	Article
Language:	English
Published:	EDP Sciences 2021-01-01
Series:	E3S Web of Conferences
Online Access:	https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/69/e3sconf_gceece2021_02041.pdf

id	doaj-19e0f7d07ade4d6fa082fb8266e0ce8c
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spelling	doaj-19e0f7d07ade4d6fa082fb8266e0ce8c2021-07-26T09:01:56ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012930204110.1051/e3sconf/202129302041e3sconf_gceece2021_02041Comparison and analysis of conversion methods for self-balancing test of pile bearing capacityQiu Yonggang0Huang Chuansheng1Hong Renhao2Chen Chunhan3Yi Jinxiang4Li Weixiong5School of Civil and Architectural Engineering, East China University of TechnologySchool of Civil and Architectural Engineering, East China University of TechnologySchool of Civil and Architectural Engineering, East China University of TechnologySchool of Civil and Architectural Engineering, East China University of TechnologySchool of Civil and Architectural Engineering, East China University of TechnologySchool of Civil and Architectural Engineering, East China University of TechnologyThe principle and method of self-balancing test are introduced briefly. In this article, through comparison of common Q-S curve of equivalent transformation to transform from the balance of the measured load-displacement curve for the traditional method of load - displacement curve, puts forward the advantages and disadvantages of each, through the three bored piles in static load test of pile reaction from balance to detect vertical compressive ultimate bearing capacity of single pile is in line with the requirements and compare the load-displacement curve after conversion. Some problems of the self-balancing method in engineering are pointed out, which is of certain reference value to the popularization and application of the self-balancing test of pile bearing capacity.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/69/e3sconf_gceece2021_02041.pdf
collection	DOAJ
language	English
format	Article
sources	DOAJ
author	Qiu Yonggang Huang Chuansheng Hong Renhao Chen Chunhan Yi Jinxiang Li Weixiong
spellingShingle	Qiu Yonggang Huang Chuansheng Hong Renhao Chen Chunhan Yi Jinxiang Li Weixiong Comparison and analysis of conversion methods for self-balancing test of pile bearing capacity E3S Web of Conferences
author_facet	Qiu Yonggang Huang Chuansheng Hong Renhao Chen Chunhan Yi Jinxiang Li Weixiong
author_sort	Qiu Yonggang
title	Comparison and analysis of conversion methods for self-balancing test of pile bearing capacity
title_short	Comparison and analysis of conversion methods for self-balancing test of pile bearing capacity
title_full	Comparison and analysis of conversion methods for self-balancing test of pile bearing capacity
title_fullStr	Comparison and analysis of conversion methods for self-balancing test of pile bearing capacity
title_full_unstemmed	Comparison and analysis of conversion methods for self-balancing test of pile bearing capacity
title_sort	comparison and analysis of conversion methods for self-balancing test of pile bearing capacity
publisher	EDP Sciences
series	E3S Web of Conferences
issn	2267-1242
publishDate	2021-01-01
description	The principle and method of self-balancing test are introduced briefly. In this article, through comparison of common Q-S curve of equivalent transformation to transform from the balance of the measured load-displacement curve for the traditional method of load - displacement curve, puts forward the advantages and disadvantages of each, through the three bored piles in static load test of pile reaction from balance to detect vertical compressive ultimate bearing capacity of single pile is in line with the requirements and compare the load-displacement curve after conversion. Some problems of the self-balancing method in engineering are pointed out, which is of certain reference value to the popularization and application of the self-balancing test of pile bearing capacity.
url	https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/69/e3sconf_gceece2021_02041.pdf
work_keys_str_mv	AT qiuyonggang comparisonandanalysisofconversionmethodsforselfbalancingtestofpilebearingcapacity AT huangchuansheng comparisonandanalysisofconversionmethodsforselfbalancingtestofpilebearingcapacity AT hongrenhao comparisonandanalysisofconversionmethodsforselfbalancingtestofpilebearingcapacity AT chenchunhan comparisonandanalysisofconversionmethodsforselfbalancingtestofpilebearingcapacity AT yijinxiang comparisonandanalysisofconversionmethodsforselfbalancingtestofpilebearingcapacity AT liweixiong comparisonandanalysisofconversionmethodsforselfbalancingtestofpilebearingcapacity
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Comparison and analysis of conversion methods for self-balancing test of pile bearing capacity

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