Results 31 to 40 of about 422,597 (347)
Geosciences, 2019 Soil pipes are commonly found in landslide scarps, and it has been suggested that build-up of pore water pressure due to clogged soil pipes influences landslide initiation.
Yasutaka Tanaka +3 more
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Pore pressures and strains after repeated loading of saturated clay [PDF]
, 1974 Repeated and sustained loading tests on undrained samples of normally consolidated lacustrine clay are used to prove the existence of a relationship between pore water pressures and axial strains.The behavior of the clay is studied by investigating the ...
Greenwood, JR, Wilson, NE
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Applied Sciences, 2022 With the increase of soil consolidation degree, the pore water pressure induced by thermal loading drops dramatically. To conveniently and quickly calculate the thermal pore water pressure inside the soil under different overconsolidation states and ...
Gailei Tian, Zhihong Zhang
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Liquefaction of Highly Saturated Sand Layer under Oscillating Water Pressure [PDF]
, 1982 In this paper the vertical distribution of pore water pressure in the highly saturated sand layer under the oscillating water pressure are treated theoretically and experimentally. By the experiments it is shown that the water pressure acting on the sand
Nago, Hiroshi
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Model testing on rainfall-induced landslide of loose soil in Wenchuan earthquake region [PDF]
, 2012 This study investigates the formation process of rainfall-induced landslide for slopes composed of loose soil in the Wenchuan earthquake region. Experimental investigations have been performed on the landslide's formation and the variation of the ...
H. Fang, L. Z. Pei, P. Cui, X. J. Zhou
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A Fluid-Solid Coupling Mathematical Model of Methane Driven by Water in Porous Coal
Geofluids, 2018 The existence of the water-driven-methane effect in gassy coal has been verified by field tests and laboratory experiments. However, a water-driven-methane mathematical model that considers methane adsorption and desorption has not yet been established ...
Bingxiang Huang, Weiyong Lu
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Shanghai Jiaotong Daxue xuebao, 2020 In order to better explain the phenomenon of foundation pit inrush caused by confined water, the Hansbo non-Darcy seepage theory was introduced into the Terzaghi one-dimensional saturated soil consolidation equation.
YING Hongwei +3 more
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Dynamic Behavior of Bed Material around Bridge Pier under Abrupt Change of Water Pressure [PDF]
, 1999 Major failure of structures usually occurs during flood flows due to scourin, sinking and sliding. These types of failure are considered to be in close relation to the dynamic behavior of bed material around the structures.
Mia, Faruque, Nago, Hiroshi
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Influences of Pore-Water Pressure on Slope Stability considering Strength Nonlinearity
Advances in Civil Engineering, 2021 The pore-water pressure is a vital factor in determining the slope stability. To deal with the stability of slopes undergoing pore-water pressures, this paper used the pore-water pressure coefficient to develop the three-dimensional limit analysis method
Di Wu, Yuke Wang, Fei Zhang, Yue Qiu
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Influence of pore water pressure redistribution on slope stability of waste dump
Meikuang Anquan, 2021 In order to study the stability difference of dump slope under different pore water pressure redistribution and evaluate the stability, according to the actual groundwater level distribution of a mine dump from August to September, the influence ...
TIAN Guang, HAN Liu, SHU Jisen, YANG Ri
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