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1-4 of 4
Keywords: Liquefaction
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Journal Articles
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2021) 28 (3): 316–326.
Published: 21 January 2021
...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...
Journal Articles
Liquefaction resistance of sand reinforced with randomly distributed polypropylene fibres
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2017) 24 (6): 625–636.
Published: 15 November 2017
...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...
Journal Articles
Three-dimensional analysis of geosynthetic-encased granular columns for liquefaction mitigation
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2017) 24 (1): 45–59.
Published: 01 August 2016
... 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...
Journal Articles
Liquefaction resistance of sand reinforced with geosynthetics
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2008) 15 (5): 322–332.
Published: 01 October 2008
...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 (Dr = 50%) sand deposits. Cyclic torsional shear tests were carried out on 99 laboratory test specimens...
