Settlement calculation method for embedded foundation

MEI Guoxiong; ZHAO Jianping; ZAI Jinmin; ZHAO Weibing

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Volume 28 Issue 7

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Chinese Journal of Geotechnical Engineering > 2006 > 28(7): 819-822.

MEI Guoxiong, ZHAO Jianping, ZAI Jinmin, ZHAO Weibing. Settlement calculation method for embedded foundation[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 819-822.

Citation:

MEI Guoxiong, ZHAO Jianping, ZAI Jinmin, ZHAO Weibing. Settlement calculation method for embedded foundation[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 819-822.

Citation:

MEI Guoxiong, ZHAO Jianping, ZAI Jinmin, ZHAO Weibing. Settlement calculation method for embedded foundation[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 819-822.

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Settlement calculation method for embedded foundation

1.College of Civil Engineering Nanjing University of Technology Nanjing 210009 China 2.Geotechnical Engineering Department Nanjing Hydraulic Research Institute Nanjing 210024 China

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Published Date: July 14, 2006

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Abstract

Abstract

The effect of embedment depth was first analyzed including Gibson effect,trench effect,side-wall contact effect,retaining wall effect and floating foundation effect.Then a new settlement calculation method for embedded foundation resting on elastic soil was presented.The reduction coefficients of settlement considering effect of embedment depth were discussed in the end and some valuable conclusions were drawn.
- embedment depth effect,
- Gibson effect,
- trench effect,side-wall contact effect,
- retaining wall effect,
- floating foundation effect