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Active Earth Pressure against Rigid Retaining Walls Subjected to Confined Cohesionless Soil
Publisher: American Society of Civil Engineers
Data Fusion Analysis Method for Assessment on Safety Monitoring Results of Deep Excavations
Publisher: American Society of Civil Engineers
Abstract: A safety monitoring system is usually applied in deep excavations in order to control the construction risk and to ensure the serviceability of adjacent facilities. Considering the mass data collected by different sensors, ...
Unified Expression of Rotational Hardening in Clay Plasticity
Publisher: American Society of Civil Engineers
Abstract: Rotational hardening is the constitutive ingredient of clay plasticity models that allows rotation of the yield surface in stress space to simulate, more realistically than isotropic models, the stress-strain response under ...
Special Issue on Urban Underground Space Development Technologies
Publisher: American Society of Civil Engineers
Practical Investigation into Two Types of Analyses in Predicting Ground Displacements Due to Dewatering and Excavation
Publisher: American Society of Civil Engineers
Abstract: To reduce ground displacements induced by dewatering and excavation in foundation engineering, it is crucial to predict the ground displacements before construction. Two types of analyses, i.e., transient analysis (TA) and ...
Unified Expression of Rotational Hardening in Clay Plasticity
Publisher: American Society of Civil Engineers
Abstract: Rotational hardening is the constitutive ingredient of clay plasticity models that allows rotation of the yield surface in stress space to simulate, more realistically than isotropic models, the stress-strain response under ...
Semianalytical Solution for General Active Earth Pressure Considering the Coupling and Dilatation
Publisher: ASCE
Abstract: Rankine pressure involves the special case of active earth pressure and merely considers the influence of the internal friction angle; however, the analytical solution for the general case involving a rough retaining wall, ...
Analytical Solution for Axisymmetric Active Earth Pressure Based on the Characteristics Method considering Orthoradial Geometric Condition
Publisher: American Society of Civil Engineers
Abstract: The current analytical solutions for axisymmetric active earth pressure are based on certain hypothetical relationships between the circumferential stress, the average stress of the meridional plane, and the main shear ...
One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary
Publisher: ASCE
Abstract: Excavation-induced unloading effects and dewatering-induced groundwater seepage inevitably result in basal soil reverse consolidation in deep excavation. However, this reverse consolidation process is rarely considered ...
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