Research of Slope Back Analysis Based on Inclination Monitoring Data

Wan Li Chao; Xing Hua Wang

doi:10.4028/www.scientific.net/AMM.90-93.554

Paper Titles

Numerical Simulation of Regional Stress Field under Complex Geological Condition
p.531

Dynamic Consolidation Test Study on Silt and Silt Soil
p.537

Preliminary Study on Shear-Flow-Creep Experiment for the Fracture of Hard-Rock
p.542

Prepartion and Atypical Mechianical Performance of Epoxy Asphalt Cement Mortars Composite Material for High Speed Railway
p.547

Research of Slope Back Analysis Based on Inclination Monitoring Data
p.554

Numerical Simulation of the Crack Propagation Processes in Rocks with Double Joints
p.559

Rock Damage Constitutive Equation Based on Weibull Distribution of Intensity
p.565

Dynamic Response of Horizontal Bedded Rocky Slopes under Earthquakes and Influence of Ground Motion Parameters
p.570

Orthogonal Test for Impact Factor of Rigid Frame-Continuous Combined Bridge
p.574

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Research of Slope Back Analysis Based on...

Research of Slope Back Analysis Based on Inclination Monitoring Data

Abstract:

Problem is brought forward by the weak soil layer and the soil near slide surface. The weight back analyzed is presented to solve the problem. For obtaining the weight coefficient, the division of the inclination curve is done. After that, the soil can be divided into several blocks. The displacement of the curve is described by two values: the sliding and the deformation displacement. The method of the weight coefficient calculation is proposed applying the deformation displacement. At last, the sensitivity of the new methods is calculated.