Potential Slip Surfaces of Slope with Strength Parameters

Hang Lin; Ping Cao

doi:10.4028/www.scientific.net/AMR.243-249.3315

Paper Titles

A Study on Forming Mechanism of Gas Tunnel in Non-Coal Strata
p.3296

Optimization Study on the Effect of Bolt Anchorage on Slope Stability by FEM
p.3300

Field Test on the New Method of Vacuum Dewatering with Lower-energy Dynamic Consolidation for Silty Soil Ground
p.3306

Moraine Lake Outburst Simulation of Glacier Sliding and Risk Assessment
p.3311

Potential Slip Surfaces of Slope with Strength Parameters
p.3315

Study on the Mechanism of Water-Rock Interaction of the Black Rock Strata
p.3319

A Study on the Groundwater Tracer Test in the Dragonmount Tailing Pond, Guangxi Province
p.3325

Study on Critical Drilling Parameters for Auger Drilling
p.3331

Study of the Mechanics Behavior of Small Net Distance Half-Open and Half-Hidden Structure Tunnel
p.3343

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Potential Slip Surfaces of Slope with Strength...

Potential Slip Surfaces of Slope with Strength Parameters

Abstract:

The cohesion c and friction angle φ are the main strength parameters influencing the stability of slope. Any of them changes, the factor of safety of slope will change, but it has seldom been considered in the literature how the potential slip surface will change at the same time. In the present paper, the analytical deduction and numerical analysis are done to find out the effect of shear strength parameters c and φ to the distribution of potential slip surface. The study shows that, the potential slip surface is affected by the combination of c and φ, whose function is λ=c/(γhtanφ).

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

3315-3318

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.3315

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Online since:

May 2011

Authors:

Hang Lin, Ping Cao

Keywords:

Potential Slip Surfaces, Slope, Soil, Strength Parameters

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