Study on Stress and Deformation of Earth-Rock Cofferdam and Concrete Cutoff Wall on Deep Overburden

Hai Wei Liu; Fa Ning Dang; Yi Min

doi:10.4028/www.scientific.net/AMM.256-259.383

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Application of GPR in Evaluation of Stability on Rocks Surrounding Hand-Dug Piles
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Geotechnical Centrifuge Shaking Table Tests and Numerical Simulation of Soil-Structure
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Study on Stress and Deformation of Earth-Rock Cofferdam and Concrete Cutoff Wall on Deep Overburden
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The Bearing Capacity of Excavated Pile under Load Test and Finite Element Analysis
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Experimental Research on Damage of Rubberized Cement-Soil
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Energy Dissipation Analysis on Unloading Confining Pressure Failure Process of Rock Material
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Study on Stress and Deformation of Earth-Rock...

Study on Stress and Deformation of Earth-Rock Cofferdam and Concrete Cutoff Wall on Deep Overburden

Abstract:

The earth-rock cofferdam on deep overburden is the main study object. The cofferdam filling and dam excavation process were numerical simulated using FEM code ANSYS .Main research focused on stress and deformation characteristic of cofferdam and concrete cutoff wall during completion and excavation process.Analysis showed that displacements of cofferdam and cutoff wall distribute well in x, y, z directions with acceptable magnitude, stress characteristic values are less than design standard. The results indicate that cofferdam and cutoff wall are safe and stable both in construction and operation.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

383-387

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.383

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Online since:

December 2012

Authors:

Hai Wei Liu, Fa Ning Dang, Yi Min

Keywords:

Concrete Cutoff Wall, Deep Overburden, Earth-Rock, Finite Element Method (FEM), Stress and Deformation

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