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水泥粉喷桩复合地基的工程特性
引用本文:杨为民,密荣山,李占强,王晖. 水泥粉喷桩复合地基的工程特性[J]. 北京科技大学学报, 2002, 24(1): 1-4. DOI: 10.3321/j.issn:1001-053X.2002.01.001
作者姓名:杨为民  密荣山  李占强  王晖
作者单位:1. 中国地质大学工程技术学院,北京,100083淮南工业学院,淮南,232001;2. 石家庄铁路工程职业技术学院,石家庄,050041;3. 河北省建筑设计研究院岩土所,石家庄,050011
摘    要:通过现场原位试验,研究了粉喷桩复合地基受荷作用后的工作性状和桩土应力比的特点,并据此提出了复合地基承载力标准值的取值方法.依据桩身变形破坏特点,分析了粉喷桩复合地基的变形破坏机理,探讨了其变形计算方法.

关 键 词:水泥粉喷桩  复合地基  工程特性  桩土应力比  变形和破坏
修稿时间:2001-06-08

Engineering Features of Composite Foundation of Dry Jet Mixing Pile
YANG Weimin,MI Rongshan,LI Zhanqiang,WANG Hui. Engineering Features of Composite Foundation of Dry Jet Mixing Pile[J]. Journal of University of Science and Technology Beijing, 2002, 24(1): 1-4. DOI: 10.3321/j.issn:1001-053X.2002.01.001
Authors:YANG Weimin  MI Rongshan  LI Zhanqiang  WANG Hui
Abstract:By means of in-situ tests, the engineering features and charateristics of pile-soil stress ratio have been considered after composite foundations of Dry Jet Mixing method piles are loaded, and ways how to get bearing capacity have been suggested. According to deformation and failure of DJM pile, the mechanism of deformation and failure of DJM ground and its method of designing and calculating have been analyzed.
Keywords:DJM(dry jet mixing method) pile  composite foundation  engineering feature
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