The effect of undrained heating on a fluid-saturated hardened cement paste [PDF]
, 2008 The effect of undrained heating on volume change and induced pore pressure increase is an important point to properly understand the behaviour and evaluate the integrity of an oil well cement sheath submitted to rapid temperature changes.
Ghabezloo, Siavash +2 more
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Yantu gongcheng xuebao, 2023 Wave action leads to complex pore-water-soil-skeleton coupling effects of seabed soils, that is, the soils are subjected to three-dimensional coupled shear action of normal stress difference and shear stress, and the transient excess pore water pressure ...
BAI Xiaoxiao 1, ZHANG Huiyang 1, WANG Qiuzhe 1, ZHAO Kai 1, 2, LU Qingrui 1, ZHUANG Haiyang 1, 2, CHEN Guoxing 1, 2
doaj +1 more source
Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings [PDF]
, 2016 University of Technology Sydney. Faculty of Engineering and Information Technology.Soil consolidation has been a primary geotechnical interest for decades.
Ho, Huu Liem
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Non-isothermal transport of multi-phase fluids in porous media. The entropy production [PDF]
, 2018 We derive the entropy production for transport of multi-phase fluids in a non-deformable, porous medium exposed to differences in pressure, temperature, and chemical potentials.
Bedeaux, Dick +4 more
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Numerical Investigation of Dynamic Pipe-Soil Interaction on Electrokinetic-Treated Soft Clay Soil [PDF]
, 2020 © 2019 American Society of Civil Engineers. Researchers have underscored the importance for a pipeline to safeguard against adverse effects resulting from its displacement in the vertical, axial, and lateral directions because of the low shear strength ...
Joshua, H.N., Kara, Fuat
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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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Laboratory observations of permeability enhancement by fluid pressure oscillation of in situ fractured rock [PDF]
, 2011 We report on laboratory experiments designed to investigate the influence of pore pressure oscillations on the effective permeability of fractured rock.
Brodsky, Emily E. +3 more
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Open GeosciencesTo study the liquefaction problem of the dam foundation of an ultra-deep overburden in the strong earthquake area, a large-scale shaking table model test is carried out based on a 500 m rockfill dam project on an ultra-deep overburden.
Xing Yang +4 more
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Understanding the microscopic moisture migration in pore space using DEM simulation
Journal of Rock Mechanics and Geotechnical Engineering, 2015 The deformation of soil skeleton and migration of pore fluid are the major factors relevant to the triggering of and damages by liquefaction. The influence of pore fluid migration during earthquake has been demonstrated from recent model experiments and ...
Yuan Guo, Xiong (Bill) Yu
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Analysing consolidation data to optimise elastic visco-plastic model parameters for soft clay [PDF]
, 2015 University of Technology Sydney. Faculty of Engineering and Information Technology.Analysing the behaviour of soft soils under embankments is a significant challenging task for geotechnical engineers.
Le, TM
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