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2007•Journal of East China Institute of TechnologyRequires access

Control Research of Soft Soil Embankment Settlement Deformation

LI Juwen

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Abstract

From the beginning of theory analysis,this paper establish control model of embankment settlement deformation.According conclusion of Lab to simulate embankment settlement,and analysis the control effect of different work.Main conclusion is:increase foundation elastic modulus can decrease settlement;decrease fills density can decrease settlement.Embankment settlement is nearly positive correlation to embankment body height;embankment settlement is nearly negative correlation to foundation treat depth.

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What this paper is about

From the beginning of theory analysis,this paper establish control model of embankment settlement deformation.According conclusion of Lab to simulate embankment settlement,and analysis the control effect of different work.Main conclusion is:increase foundation elastic modulus can decrease settlement;decrease fills density can decrease settlement.Embankment settlement is nearly positive correlation to embankment body height;embankment settlement is nearly negative correlation to foundation treat depth.

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Available abstract

From the beginning of theory analysis,this paper establish control model of embankment settlement deformation.According conclusion of Lab to simulate embankment settlement,and analysis the control effect of different work.Main conclusion is:increase foundation elastic modulus can decrease settlement;decrease fills density can decrease settlement.Embankment settlement is nearly positive correlation to embankment body height;embankment settlement is nearly negative correlation to foundation treat depth.

Key concepts: Levee, Settlement (finance), Geotechnical engineering, Foundation (evidence), Deformation (meteorology), Geology, Geography, Archaeology

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