Results 291 to 300 of about 170,194 (350)

Shear strength, compressibility, and consolidation behaviour of expansive clay soil stabilized with lime and silica fume. [PDF]

Sci Rep
Almuaythir S, Zaini MSI, Hasan M.
europepmc   +1 more source

Hydrothermal Treatment to Enhance Supercritical CO₂ Polycaprolactone Foaming Processes for Tissue Engineering Scaffolds. [PDF]

Polymers (Basel)
García-Jarana B, Valor D, García-Casas I, Sánchez-Oneto J, Mantell C, Portela JR, Pereyra C.   +6 more
europepmc   +1 more source

Compressibility of Confined Fluids from Volume Fluctuations. [PDF]

Langmuir
Ogbebor J, Flores Roman SA, Jomon G, Gor GY.   +3 more
europepmc   +1 more source

Achieving Wide-Temperature-Range Physical and Chemical Hydrogen Sorption in a Structural Optimized Mg/N-Doped Porous Carbon Nanocomposite. [PDF]

Nanomicro Lett
Li Y, Ren L, Li Z, Yao Y, Lin X, Ding W, Ferrari AC, Zou J.   +7 more
europepmc   +1 more source

Biomimetic Janus membrane with spongy channels for directional liquid transport. [PDF]

Nat Commun
Kuang X, Zhang Z, He H, Ma X, Zhang X, Zhu L, Cong H, Jiang G, Ramakrishna S, Ma P.   +9 more
europepmc   +1 more source

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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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Excess Pore Water Pressure Induced by Installation of Precast Piles in Soft Clay

International Journal of Geomechanics, 2021
Abstract Soft marine deposits are widely distributed in the coastal region of China. The marine soft clays have high water content and high sensitivity, which shows high compressibility and low str...
Jianwen Ding, Xing Wan, Zhenshun Hong, Jianhua Wang, Cong Mou   +4 more
openaire   +1 more source