Causes Analysis and Control Measures of Landslide on Expressway from Yangshuo to Pingle in Guangxi

Chan Juan Yu; Yu Dong Peng

doi:10.4028/www.scientific.net/AMM.353-356.116

Paper Titles

Analysis of Displacement Caused by Excavation at the Existing Bridge Abutment Cone
p.100

The Advanced Destruction of Submarin Sandy Slopes
p.104

The Elasto-Plastic Waves of Solids with Dilatancy Effect
p.108

The Analysis about Seepage of the Bank Slope under the Cycle Rising and Drawdown of Reservoir Water Level
p.112

Causes Analysis and Control Measures of Landslide on Expressway from Yangshuo to Pingle in Guangxi
p.116

Influence of Strength Attenuation for Silt Soil on the Fatigue Life of Semi-Rigid Base
p.120

Experimental Study on the Time Effect of the Jacked Pile
p.125

Analysis of Reliability on Slope Stability Based on Safety Factor
p.130

A Dilatancy Constitutive Modelling of Saturated Sands Based on the State Parameter
p.137

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Causes Analysis and Control Measures of Landslide...

Causes Analysis and Control Measures of Landslide on Expressway from Yangshuo to Pingle in Guangxi

Abstract:

According to the analysis on engineering geological and hydrological conditions of landslide on expressway from Yangshuo to Pingle in Guangxi, the formation mechanism of the landslide was summarized. The stability of slope was analyzed by mechanical transfer coefficient method. Then two kinds of effective preventions and treatment measures are proposed: setting retaining structure after drainage, or unloading after drainage. These measures have reference value to the management of the other landslide.