...J. Zhang; Z. Yang; Q. Yang; G. Yang; G. Li; J. Liu In this study, the liquefaction behavior and development laws of pore water pressure in fiber-reinforced sand were studied using cyclic triaxial tests, and the effects of cyclic stress ratio, fiber content, and fiber length were investigated...

...B. Ye; Z. R. Cheng; C. Liu; Y. D. Zhang; P. Lu This paper presents an experimental study on the effect of randomly distributed fibres on enhancing the liquefaction resistance of sand. A series of undrained cyclic triaxial compression tests and hollow cylinder torsional shear tests were conducted...

... in mitigating the liquefaction hazard of saturated sand strata. For this purpose, three-dimensional nonlinear finite element (FE) analyses using the open-source computational platform OpenSees was performed to evaluate the mitigation of mildly sloping saturated cohesionless strata improved with the ESCs...

...S. Altun; A. B. Göktepe; M. A. Lav This paper describes an investigation into the performance of geosynthetics in enhancing the resistance to liquefaction of medium dense (D_r = 50%) sand deposits. Cyclic torsional shear tests were carried out on 99 laboratory test specimens...