2006•Chinese Journal of Geotechnical EngineeringRequires access

Settlement calculation method for embedded foundation

Zhao Wei-bing

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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.

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What this paper is about

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.

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Available 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.

Key concepts: Embedment, Trench, Settlement (finance), Foundation (evidence), Geotechnical engineering, Reduction (mathematics), Geology, Structural engineering

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