[1]杜明芳,杜伟鹏,梁锋,等.PHC管桩在湿陷性黄土地基中的使用效果评价[J].郑州大学学报(工学版),2012,33(05):45-48.[doi:10.3969/j.issn.1671-6833.2012.05.010]
 DU Mingfang,DU Weipeng,LIANG Feng,et al.The Effect Evaluation of PHC Pipe Pile in Collapsible Loess Foundation[J].Journal of Zhengzhou University (Engineering Science),2012,33(05):45-48.[doi:10.3969/j.issn.1671-6833.2012.05.010]
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PHC管桩在湿陷性黄土地基中的使用效果评价()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
33
期数:
2012年05期
页码:
45-48
栏目:
出版日期:
2012-09-10

文章信息/Info

Title:
The Effect Evaluation of PHC Pipe Pile in Collapsible Loess Foundation
作者:
杜明芳杜伟鹏梁锋等.
河南工业大学土木建筑学院,河南郑州,450001, 河南科正基础工程有限公司,河南郑州,450002, 河南省第五建筑工程安装有限公司,河南郑州,450007
Author(s):
DU MingfangDU WeipengLIANG Fengetc;
1.College of Civil Engineering and Architecture, Henan University of Technology,Zhengzhou 450001 ,China; 2. Henan KezhengFoundation Engineering Com. Ltd. ,2hengzhou 450002 ,China; 3, The Fifth Construction and Installation Engineering Com. Lad.of Henan Province .Zhengzhou 450007 .China
关键词:
PHC管桩 湿陷性黄土 静压桩 挤密效应
Keywords:
PHC pipe pile collapsible loess jacked pile compaction effect
分类号:
TU473.2
DOI:
10.3969/j.issn.1671-6833.2012.05.010
摘要:
黄土地基的湿陷性是造成建筑物安全的重要隐患,需完全消除或部分消除.PHC管柱在群桩的静压连续贯入过程中,易引起桩周土体的挤密效应和相关物理力学特性的变化.通过河南省三门峡市某湿陷性黄土地基中PHC管桩施工前后,对场地土进行物理特性(干重度和孔隙比)试验和湿陷性分析试验,发现PHC管桩的静压贯入会使桩周黄土的密实度增大,能降低或消除黄土的湿陷性.
Abstract:
The collapsibility of loess foundation is a potential danger for the buildings safety,and it needs com-pletely or partly eliminating. The PHC pipe pile would arouse the compaction effect and relevant mechanicalcharacters of the soil around the piles during the successive penetrating process of pile group. This paper basedon the PHC pipe piles before and after construction,used in collapsible loess foundation of the Sanmenxia city ,Henan province ,the physical property and collapsible analysis for the soil shows that penetrating process of pilegroup can make the densities of the foundation soil rise , reducing or eliminating the collapsibility of loess.

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更新日期/Last Update: 1900-01-01