Search
Now showing items 1-6 of 6
Microstructurally Related Model for Predicting Behavior of Unsaturated Soils with Double Porosity in Triaxial Space
Publisher: ASCE
Abstract: The microstructure can have an important impact on the hydraulic and mechanical behaviors of unsaturated soil; therefore, it must be considered in constitutive models to enable accurate predictions of soil behavior. This ...
Three-Dimensional Nonlinear Strength Model of Soil Considering Tenso–Shear Coupling
Publisher: ASCE
Abstract: Focusing mainly on the compressive-shear (C-S) stress, the existing soil strength theories fail to well describe the soil strength under tenso–shear (T-S) stress and are not suitable for analyzing the tensile strength and ...
A New Strength Criterion for Frozen Soil Considering Pore Ice Content
Publisher: ASCE
Abstract: Pore ice content is crucial in evaluating the mechanical properties of frozen soils. Existing strength criterion models are usually empirical and ignore the influence of pore ice content. By assuming that the critical state ...
Water Retention Curve with Different Void Ratios over a Wide Suction Range and Its Application to Shear Strength
Publisher: ASCE
Abstract: Shear strength (τ) analysis has received considerable attention, because of its importance when designing various geotechnical structures, such as tunnels, retaining walls, shallow foundations, and slopes. Predicting the ...
Average Soil Skeleton Stress for Unsaturated Soils and Discussion on Effective Stress
Publisher: American Society of Civil Engineers
Abstract: The principle of effective stress is the most fundamental and important principle in soil mechanics. It serves as the foundation of modern soil mechanics. This paper starts with a discussion of effective stress expressions ...
Liquid-Bridge Contact Model of Unsaturated Granular Materials and its Application in Discrete-Element Method
Publisher: ASCE
Abstract: In the past, the capillary effect is rarely considered for microcontact models when two adjacent particles are separated by a certain distance. In this paper, a liquid-bridge contact model of unsaturated particles is ...
CSV
RIS