Computation for Water Infiltration of Unsaturated Loess

Xiao Qiang Wang; Li Guo

doi:10.4028/www.scientific.net/AMM.170-173.1915

Paper Titles

The Monitoring Analysis on Subsidence of the Connection Earth Dam in Chaozhou Water Supply Pivot Project
p.1897

Study on Dam Construction Technology without Foundation
p.1903

Research on Concrete Temperature Control and Crack Prevention for Pumping Station Complicated Structure
p.1907

The Slope Risk Analysis of Tailings Dam under the Coupling Effect of Rainstorms and Earthquakes
p.1911

Computation for Water Infiltration of Unsaturated Loess
p.1915

Simulation Study of the Hydraulic System of Concrete Pumping Truck Based on AMESim
p.1920

Research on the Dynamic Response of Zhuziqing Tailings Dam
p.1926

Numerical Study on Flow around Three Circular Piers in Tandem Arrangement at a Supercritical Reynolds Number
p.1932

Hydrodynamic Change and Failure Mechanism of Qianjiangping Landslide, the Three Gorges Reservoir
p.1938

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Computation for Water Infiltration of Unsaturated...

Computation for Water Infiltration of Unsaturated Loess

Abstract:

Rainfall and the water leak frequently causes the unsaturated loess slope landslide and the foundation destruction. The theoretical analysis was accomplished, then a two dimensional water seepage calculation model for loess foundation was established. It realized the forecast for the water content change of loess soil. Combined with an example, the calculating program was compiled by Matlab. The result confirmed the effectiveness and rationality of the method and model.