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Effect of Antecedent Rainfall Patterns on Rainfall-Induced Slope Failure
Publisher: American Society of Civil Engineers
Abstract: Rainfall-induced slope failure occurs in many parts of the world, especially in the tropics. Many rainfall-induced slope failures have been attributed to antecedent rainfalls. Although it has been identified as a cause of ...
Effects of Hysteresis on Steady-State Infiltration in Unsaturated Slopes
Publisher: American Society of Civil Engineers
Abstract: Hysteresis is a common feature exhibited in hydraulic properties of an unsaturated soil. For a specific matric suction, water content or coefficient of permeability on a wetting curve is always lower than those found on a ...
Shear Strength and Pore-Water Pressure Characteristics during Constant Water Content Triaxial Tests
Publisher: American Society of Civil Engineers
Abstract: Shear strength parameters used in geotechnical design are obtained mainly from the consolidated drained (CD) or consolidated undrained (CU) triaxial tests. However in many field situations, soils are compacted for construction ...
Performance of Residual Soil as Cover System for a Sanitary Landfill in Singapore
Publisher: American Society of Civil Engineers
Abstract: A large amount of construction waste creates problems related to cost and space for disposal, especially for countries with limited land like Singapore. Therefore, it is important to choose a suitable landfill management ...
Effects of Groundwater Table Position and Soil Properties on Stability of Slope during Rainfall
Publisher: American Society of Civil Engineers
Abstract: Rainfall, hydrological condition, and geological formation of slope are important contributing factors to slope failures. Parametric studies were carried out to study the effect of groundwater table position, rainfall ...
1D Infiltration Behavior of Two-Layered Recycled Concrete Aggregates Using Hydrophobic Materials in a Column Apparatus
Publisher: American Society of Civil Engineers
Abstract: The infiltration characteristics of two different hydrophobic materials were investigated in this study. The materials used in this study were fine and coarse recycled concrete aggregates (RCA). One-dimensional (1D) vertical ...