Study of pore pressure variation during liquefaction using two constitutive models for sand

• Published in: Soil dynamics and earthquake engineering (1984) 2007, Vol.27 (1), p.60-72
• Main Authors: Taiebat, Mahdi, Shahir, Hadi, Pak, Ali
• Format: Article
• Language: English
• Subjects: Bounding surface; Constitutive model; Critical state; Densification; Earth sciences; Earth, ocean, space; Earthquakes, seismology; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology; Finite element; Fully coupled analysis; Internal geophysics; Liquefaction; Natural hazards: prediction, damages, etc; Plasticity
• ISSN: 0267-7261; 1879-341X
• DOI: 10.1016/j.soildyn.2006.03.004

Numerical analyses of liquefiable sand are presented in this paper. Liquefaction phenomenon is an undrained response of saturated sandy soils when they are subjected to static or dynamic loads. A fully coupled dynamic computer code is developed to predict the liquefaction potential of a saturated sandy layer. Coupled dynamic field equations of extended Biot's theory with u– P formulation are used to determine the responses of pore fluid and soil skeleton. Generalized Newmark method is employed for integration in time. The soil behavior is modelled by two constitutive models; a critical state two-surface plasticity model, and a densification model. A class ‘B’ analysis of a centrifuge experiment is performed to simulate the dynamic response of level ground sites. The results of the numerical analyses demonstrate the capability of the critical sate two-surface plasticity model in producing pore pressures that are consistent with observations of the behavior of liquefiable sand in the centrifuge test.