Results 11 to 20 of about 11,206 (244)
Acceleration of Debris Flow Due to Granular Effect
Frontiers in Earth Science, 2021 Pore water pressure has been recognized as an important factor to enhance the mobility of debris flow moving in channel of very gentle slope. The creation and dissipation of pore water pressure are associated with interaction between grains.
Taiqiang Yang +11 more
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Rock and Soil Mechanics, 2020 Laboratory tests have been carried out for simulating dredged-slurry treatment combining air-booster and conventional vacuum preloading methods. Settlement plate, micro pore water pressure transducer and miniature vane shearing instrument are adopted for
SHI Li +4 more
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A local radial point interpolation method for dissipation process of excess pore water pressure [PDF]
International Journal of Numerical Methods for Heat & Fluid Flow, 2005 Purpose Develop a local radial point interpolation method (LRPIM) to analyze the dissipation process of excess pore water pressure in porous media and verify its numerical capability. Design/methodology/approach Terzaghi's consolidation theory is ...
Wang, J.G., Yan, L., Liu, G.R.
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Measurement of Excess Pore-Water Pressure in Frozen Soil at Subfreezing Temperatures Close to 0°C
Geofluids, 2022 Response of pore-water pressure has crucial effect on the engineering geological performance of permafrost ground. However, there is a dearth of literature on the measurement of pore-water pressure in frozen soils due to challenges with regard to ...
Hu Zhang +3 more
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Journal of Marine Science and Engineering, 2021 In saturated fine-grained soil, the development and dissipation of excess pore water pressure (EPWP) during and after pile jacking change the effective stress of the surrounding soil, and thereby affect the pile set-up.
Jinzhong Dou +4 more
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Grain Configuration Effect on Pore Water Pressure in Debris Flow
Frontiers in Earth Science, 2021 The generation and development of excess pore water pressure directly affects the grain interaction in debris flow, which can significantly reduce the friction strength and promote the movement of debris flow.
Taiqiang Yang +7 more
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Determining the end of primary consolidation parameters based on settlement and excess pore water pressure [PDF]
Archives of Civil EngineeringThe multiple-stage loading with reloading at EOP tests were carried out on two high-plasticity remoulded clays. One percentage of the initial value of an excess pore water pressure has been adopted as a reference for the end of the primary consolidation ...
Bartłomiej Szczepan Olek
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Stochastic Investigation of Consolidation Process in Spatially Correlated Heterogeneous Soils
Applied Sciences, 2017 Soil consolidation as the dissipation of excess pore water pressure is mainly affected by the relative hydraulic conductivity among the layers. Geostatistical parameters such as the mean, the standard deviation, and the correlation length are physical ...
Song-Hun Chong
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Least-Squares evaluation of DMT dissipation test data – some preliminary results [PDF]
E3S Web of ConferencesThe Flex method does not work if the DMTA total stress dissipation curve is non-monotonic or has no inflexion point. To overcome the problems, various versions of a mathematically precise DMTA total stress dissipation test evaluation method are suggested
Imre Emőke +4 more
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A review of recent advances in permeable pipe pile
Yantu gongcheng xuebao, 2017 Soil compaction in the process of pile driving has always plagued engineers. How to speed up the dissipation of excess pore water pressure during the pile driving is the current research focus.
ZENG Chao-feng 1, 2, 3, 4, XUE Xiu-li 3, MEI Guo-xiong 1,2
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