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RISClosure to “Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines” by Meisam Goudarzy, Negar Rahemi, Md. Mizanur Rahman, and Tom Schanz
Publisher: American Society of Civil Engineers
Small and Intermediate Strain Characteristics of a Partially Saturated Sand–Clay Mixture
Publisher: ASCE
Abstract: Traditional soil mechanics idealizes geomaterials as being in a dry or fully water-saturated state. However, there is a zone between the ground surface and the groundwater table, where the soil is unsaturated, which means ...
Discussion of “Comparing CPT and Vs Liquefaction Triggering Methods” by P. K. Robertson
Publisher: American Society of Civil Engineers
Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines
Publisher: American Society of Civil Engineers
Abstract: There are some attempts to evaluate Hardin’s equation for transition soils, i.e., sand mixed with a systematic increase of fines (particle size≤0.075 mm) content, fc. The most common finding is that maxmium shear ...
Strength, Deformation, and Particle Breakage Behavior of Calcareous Sand: Role of Anisotropic Consolidation
Publisher: American Society of Civil Engineers
Abstract: The effect of an anisotropic stress state on the monotonic behavior of calcareous sand has been rarely investigated, although calcareous sands in the field mainly experience anisotropic consolidation rather than isotropic ...