Results 251 to 260 of about 185,019 (305)

Tailoring Pore Size and Surface Charge of Polyamide Reverse Osmosis Membranes via Alkaline Post-Treatment for Brackish Water Desalination. [PDF]

Polymers (Basel)
Li Y, Wang R, Liu Z, Zhao Y, Li L, Cao Q, Shao F.   +6 more
europepmc   +1 more source

Evaluation of Porous Media Properties for the Performance of Sulfur-Depolarized Electrolysis. [PDF]

ChemSusChem
Roessler Escudero L, Székeli Á, Hacker V, Bodner M.   +3 more
europepmc   +1 more source

Transport and Separation Characteristics of PVDF-Based Nanocomposite Membranes in Membrane Distillation. [PDF]

Membranes (Basel)
Shah SFA, Darwish NA, Abdel Jabbar N, Al-Asheh S, Qasim M, Mjalli FS.   +5 more
europepmc   +1 more source

THE CORRELATION OF LIQUEFACTION WITH EXCESS PORE WATER PRESSURE IN LANGKAT, NORTH SUMATRA

International Journal of GEOMATE
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Excess Pore-Water Pressure Generation in Cyclic Undrained Testing

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2019
AbstractA new strain-based model is presented in this paper for assessing the residual excess pore-water pressure (ue) buildup in fully saturated sands.
Guoxing Chen, Dingfeng Zhao, Weiyun Chen   +2 more
exaly   +2 more sources

Study on Dissipation of Excess Pore Water Pressure of Clay

Applied Mechanics and Materials, 2012
Dissipation of excess pore water pressure of saturation clay was discussed in the paper. Monotonic loading, unloading-reloading, and creep tests of one dimensional compression were performed to study the orderliness of dissipation of excess pore water pressure. In the drained consolidated tests, strain rate was changed step by step to check the effects
Jian Zhong Li, Kangning Hao
openaire   +1 more source

Excess Pore Pressures During Undrained Clay Creep

Canadian Geotechnical Journal, 1973
The objective of this presentation is to examine experimentally how the excess pore-water pressure is related to the mechanism for undrained creep of San Francisco Bay mud. The results are discussed in the context of creep mechanisms previously suggested in the literature and based on laboratory testing.It is found that shear strains occurring during ...
Thomas L. Holzer, Kaare Höeg, Kandiah Arulanandan   +2 more
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Preload removal based on excess pore-water pressure

Proceedings of the Institution of Civil Engineers - Ground Improvement, 1997
When applying a preload embankment to prevent residual primary consolidation settlement of a soft clay layer, it is necessary to decide, based on data from on-site measurements, if the preload has been left long enough to allow removal. One method of making this decision is to estimate the value of excess pore-water pressure. The authors observed from
M. Matsuo, F. Achiwa, H. Yamaguchi
openaire   +1 more source