... CF Geosynthetics Carbon fiber Shear strength Excess pore water pressure Brittleness index Liquefaction, which is induced by static or dynamic loading in saturated sand, mainly refers to the loss of shear strength and effective stress of soil due to increased pore water pressure...

...) partially due to the existence of negative excess pore water pressures. Values of S_p for the saturated ground were 100–200% larger than those for the dry one, regardless of the reinforcement state. For both saturated and dry reinforced ground, the moment of peak footing load...

... was the development of excessive pore water pressure beneath the RCC in the event of rapid drawdown of the reservoir. Transient seepage analysis predicted that installation of the geocomposite drain would eliminate excess pore pressures beneath the RCC, and dramatically increase the factor of safety against uplift...

... of RCC and geocomposite drain were installed along the western alignment of Cell 6. The main stability issue for the RCC was the development of excessive pore water pressure beneath the RCC in the event of rapid drawdown of the reservoir. Transient seepage analysis showed that installation...