Results 151 to 160 of about 169,138 (210)

Revisiting Hydrogen Sorption-Desorption in Natural Rocks. [PDF]

Ind Eng Chem Res
Masoudi M, Meyra AG, Nooraiepour M, Mousavi Nezhad M, Hassanpouryouzband A, Hellevang H.   +5 more
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Comprehensive dataset on macro-porous PVDF flat sheet membranes for membrane distillation: Materials characteristics, morphology and performance data. [PDF]

Data Brief
Bohr SJ, Tournis I, Fahlberg S, Schneider B, Melzer M, Sapalidis A, Favvas EP, Barbe S.   +7 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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Correlation between excess pore water pressure and seismic waves

Journal of the Chinese Institute of Engineers, 1993
Abstract On the site of the Large Scale Seismic Test at Lotung, Taiwan, an in‐situ pore water pressure measurement program has been ongoing since 1986. Its purpose is to measure the changes in ground pore water pressure due to earthquake excitations. During the July 30 (M = 6.2) and the November 15 (M = 7.0), 1986 earthquakes, which occurred in Eastern
Cheng‐Hsing Chen, Chi‐Chun Jiang
openaire   +1 more source

Excess Pore-Water Pressure Generation in Cyclic Undrained Testing

Journal of Geotechnical and Geoenvironmental Engineering, 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, Charng Hsein Juang   +3 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
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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
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