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Effect of Total Stress Path and Gas Volume Change on Undrained Shear Strength of Gassy Clay
Publisher: ASCE
Abstract: Clay with free gas bubbles can be frequently encountered in the seabed. Gassy clay is an unsaturated soil, but its mechanical behavior cannot be described using conventional unsaturated soil mechanics because it has a ...
Unified Anisotropic Elastoplastic Model for Sand
Publisher: American Society of Civil Engineers
Abstract: This paper presents a unified approach to model the influence of fabric anisotropy and its evolution on both the elastic and plastic responses of sand. A physically based fabric tensor is employed to characterize the ...
Constitutive Modeling of Anisotropic Sand Behavior in Monotonic and Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: An anisotropic plasticity model is proposed to describe the fabric effect on sand behavior under both monotonic and cyclic loading conditions within the framework of anisotropic critical state theory. The model employs a ...
Unified Anisotropic Elastoplastic Model for Sand
Publisher: American Society of Civil Engineers
Abstract: This paper presents a unified approach to model the influence of fabric anisotropy and its evolution on both the elastic and plastic responses of sand. A physically based fabric tensor is employed to characterize the ...
Bearing Capacity and Failure Mechanism of Strip Footings on Anisotropic Sand
Publisher: ASCE
Abstract: Sand typically exhibits anisotropic internal structure (or fabric), and the fabric anisotropy has a dramatic influence on the mechanical behavior of sand. Meanwhile, the fabric evolves when sand is subjected to external ...
Evaluation of Three Weight Functions for Nonlocal Regularization of Sand Models
Publisher: American Society of Civil Engineers
Abstract: Nonlocal regularization is frequently used to resolve the mesh dependency issue that is caused by strain softening in finite-element (FE) simulations. Some or all variables that affect strain softening are assumed to depend ...
Dilatancy Relation for Overconsolidated Clay
Publisher: American Society of Civil Engineers
Abstract: A distinct feature of overconsolidated (OC) clays is that their dilatancy behavior is dependent on the degree of overconsolidation. Typically, a heavily OC clay shows volume expansion, whereas a lightly OC clay exhibits ...
Modified UH Model: Constitutive Modeling of Overconsolidated Clays Based on a Parabolic Hvorslev Envelope
Publisher: American Society of Civil Engineers
Abstract: Most clays, either naturally deposited or man-made, possess a certain degree of overconsolidation owing to tamping, cyclic loading, erosion, excavation, and/or changes in groundwater tables. An easy-to-use constitutive ...
3D Elastoplastic Model for Fine-Grained Gassy Soil Considering the Gas-Dependent Yield Surface Shape and Stress-Dilatancy
Publisher: ASCE
Abstract: Fine-grained sediments containing large discrete gas bubbles are widely distributed in the five continents throughout the world. The presence of gas bubbles could either degrade or enhance the hardening behavior and undrained ...
Fresh and Hardened Properties of Sustainable RSF-Reinforced Recycled Aggregate SCC
Publisher: American Society of Civil Engineers
Abstract: Developing low-carbon and green self-compacting concrete (SCC) is essential for advancing sustainable building materials. In this study, recycled steel fibers (RSFs) and industrial by-products were combined for the production ...