Research on the Technology about Dealing with the Landslide of Expansive Soil Cut Slope

Bo Tan

doi:10.4028/www.scientific.net/AMM.256-259.293

Paper Titles

Application of Fuzzy Comprehensive Evaluation in Stope Structural Parameters Optimization
p.271

Fractal Analysis on Shear Strength Properties of Bulky Rock Material in Waste Dump
p.276

Experimental Study on Stress-Dependent Soil Water Characteristic Curve of a Recompacted Expansive Soil
p.283

Research on the Shear Strength Properties of Expansive Soils
p.287

Research on the Technology about Dealing with the Landslide of Expansive Soil Cut Slope
p.293

Experimental Study on Bedding Plane Interfacial Slip
p.298

Calculation Method for Bearing Capacity of Foundation Soil Based on Potential Slip Line Theory
p.302

Numerical Studies of Cutting Water Saturated Sand by Discrete Element Method
p.306

Study on the Channel Slope Safe Stability
p.311

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Research on the Technology about Dealing with the...

Research on the Technology about Dealing with the Landslide of Expansive Soil Cut Slope

Abstract:

Flexible supporting is a kind of treatment more reasonable than rigid supporting for dealing with the landslide of expansive soil cut slope. Base on flexible supporting treatment mechanism, a corresponding finite element calculation method is established. Take into consideration reasonably the expansion force, use nodal force to simulate interaction between the geotechnical grille and expansive soil. Calculation results agree with the actual situation, and have provided a theory basis for flexible supporting reasonable size of design.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

293-297

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.293

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Online since:

December 2012

Authors:

Bo Tan

Keywords:

Expansive Soil, Finite Element, Flexible Support, Geotechnical Grille

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References

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