水泥粉噴樁復合地基的工程特性

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水泥粉噴樁復合地基的工程特性

楊為民, 密榮山, 李占強, 王暉

文章導航 > 工程科學學報 > 2002 > 24(1): 1-4

楊為民, 密榮山, 李占強, 王暉. 水泥粉噴樁復合地基的工程特性[J]. 工程科學學報, 2002, 24(1): 1-4. doi: 10.13374/j.issn1001-053x.2002.01.029

引用本文:

楊為民, 密榮山, 李占強, 王暉. 水泥粉噴樁復合地基的工程特性[J]. 工程科學學報, 2002, 24(1): 1-4. doi: 10.13374/j.issn1001-053x.2002.01.029

YANG Weimin, MI Rongshan, LI Zhanqiang, WANG Hui. Engineering Features of Composite Foundation of Dry Jet Mixing Pile[J]. Chinese Journal of Engineering, 2002, 24(1): 1-4. doi: 10.13374/j.issn1001-053x.2002.01.029

Citation:

YANG Weimin, MI Rongshan, LI Zhanqiang, WANG Hui. Engineering Features of Composite Foundation of Dry Jet Mixing Pile[J]. Chinese Journal of Engineering, 2002, 24(1): 1-4. doi: 10.13374/j.issn1001-053x.2002.01.029

楊為民, 密榮山, 李占強, 王暉. 水泥粉噴樁復合地基的工程特性[J]. 工程科學學報, 2002, 24(1): 1-4. doi: 10.13374/j.issn1001-053x.2002.01.029

引用本文:

楊為民, 密榮山, 李占強, 王暉. 水泥粉噴樁復合地基的工程特性[J]. 工程科學學報, 2002, 24(1): 1-4. doi: 10.13374/j.issn1001-053x.2002.01.029

YANG Weimin, MI Rongshan, LI Zhanqiang, WANG Hui. Engineering Features of Composite Foundation of Dry Jet Mixing Pile[J]. Chinese Journal of Engineering, 2002, 24(1): 1-4. doi: 10.13374/j.issn1001-053x.2002.01.029

Citation:

YANG Weimin, MI Rongshan, LI Zhanqiang, WANG Hui. Engineering Features of Composite Foundation of Dry Jet Mixing Pile[J]. Chinese Journal of Engineering, 2002, 24(1): 1-4. doi: 10.13374/j.issn1001-053x.2002.01.029

水泥粉噴樁復合地基的工程特性

doi: 10.13374/j.issn1001-053x.2002.01.029

1. 中國地質大學工程技術學院, 北京 100083;
2. 淮南工業學院, 淮南 232001;
3. 石家莊鐵路工程職業技術學院, 石家莊 050041;
4. 河北省建筑設計研究院巖土所, 石家莊 050011

作者簡介:
楊為民男,36歲,博士,副教授

中圖分類號: TU472.3⁺6
計量
- 文章訪問數: 152
- HTML全文瀏覽量: 21
- PDF下載量: 8
- 被引次數: 0
出版歷程
- 收稿日期: 2001-06-08
- 網絡出版日期: 2021-08-21

Engineering Features of Composite Foundation of Dry Jet Mixing Pile

1. Engineering Technological Institute of CUGB, Beijing 100083, China;
2. Huainan Institute of Technology, Huainan 232001;
3. Professional College of Railway Engineering, Shijiazhuang 050041, China;
4. Architecture Design and Research Institute, Shijiazhuang 050011, China

摘要: 通過現場原位試驗，研究了粉噴樁復合地基受荷作用后的工作性狀和樁土應力比的特點，并據此提出了復合地基承載力標準值的取值方法．依據樁身變形破壞特點，分析了粉噴樁復合地基的變形破壞機理，探討了其變形計算方法．
- 水泥粉噴樁 /
- 復合地基 /
- 工程特性 /
- 樁土應力比 /
- 變形和破壞
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.
- DJM（dry jet mixing method） pile /
- composite foundation /
- engineering feature /

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文章訪問數: 152
HTML全文瀏覽量: 21
PDF下載量: 8
被引次數: 0

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