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Hysteresis Model for Soft Cohesive Soils under Combinations of Static and Cyclic Shear Loads
Publisher: ASCE
Abstract: The application of large-amplitude cyclic shear loads on soft soils results in large strains after a certain number of cycles. These strains are highly dependent on static shear load and cause stress–strain relationships ...
Hysteresis Model for Dynamic Load under Large Strains
Publisher: American Society of Civil Engineers
Abstract: An appropriate constitutive model under cyclic shear loading must be able to characterize the behavior both at small and large strains correctly and consider the effects of degradation phenomena and the load history at the ...
Hysteresis Model for Dynamic Load under Large Strains
Publisher: American Society of Civil Engineers
Abstract: An appropriate constitutive model under cyclic shear loading must be able to characterize the behavior both at small and large strains correctly and consider the effects of degradation phenomena and the load history at the ...
Solution of the Ultimate Bearing Capacity at the Tip of a Pile in Anisotropic Discontinuous Rock Mass Based on the Hoek–Brown Criterion
Publisher: ASCE
Abstract: An analytical method will be proposed to investigate the bearing mechanism of piles in an anisotropic discontinuous rock mass. Based on the characteristic line method, the discontinuous part of the rock is considered as ...