Depth and Width Revision of Composite Foundation Bearing Capacity

Zhu Jintai; Liu Zunping; Xu Yaode

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2007 > 21(1): 42-45

Zhu Jintai, Liu Zunping, Xu Yaode. Depth and Width Revision of Composite Foundation Bearing Capacity[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 42-45.

Citation:

Zhu Jintai, Liu Zunping, Xu Yaode. Depth and Width Revision of Composite Foundation Bearing Capacity[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 42-45.

Zhu Jintai, Liu Zunping, Xu Yaode. Depth and Width Revision of Composite Foundation Bearing Capacity[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 42-45.

Citation:

Zhu Jintai, Liu Zunping, Xu Yaode. Depth and Width Revision of Composite Foundation Bearing Capacity[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 42-45.

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Depth and Width Revision of Composite Foundation Bearing Capacity

1 Building Design & Research Institute of the G eneral Logistics, Beijing 100036;
2 China Ordinance Industry Institute of G eo technical Survey & Design, Beijing 100053;
3 Beijing U rban Engineering Design & Research Institute Co., L T D, Beijing 100038 China

Received Date: 2006-11-30
Available Online: 2021-07-10

Abstract

Abstract

Ground treatment is employed to reinforce the ground and control the settlement. The revised bearing capacity is determined by the regulation of the Technical Code of Ground Treatment of Buildings. But the revised bearing capacity of the composite foundation is far lower than the expected value. There is conflict between the state standard and industry standard regulation. The conflict is studied, opinion is proposed.
- characteristic value of subgrade bearing capacity,
- composite c,
- composite φ