نتایج جستجو برای: pore pressure dissipation

تعداد نتایج: 469259  

Journal: :Biophysical journal 2000
Y A Chizmadzhev P I Kuzmin D A Kumenko J Zimmerberg F S Cohen

The energetics underlying the expansion of fusion pores connecting biological or lipid bilayer membranes is elucidated. The energetics necessary to deform membranes as the pore enlarges, in some combination with the action of the fusion proteins, must determine pore growth. The dynamics of pore growth is considered for the case of two homogeneous fusing membranes under different tensions. It is...

Journal: :Geomechanics and geophysics for geo-energy and geo-resources 2022

Understanding the mechanical properties of coal after gas and interaction can better guide mining technology gas-bearing seams drainage coalbed methane. In this study, triaxial compression tests mass under different adsorption pressures are carried out to evaluate properties, impact tendency, brittleness with pressures. Results show that due gas, parameters, such as elastic modulus strength sig...

Journal: :Applied sciences 2023

The degree of the over-consolidation ratio (OCR) silty clay affects soil’s mechanical properties and in situ test results. present study utilized numerical analysis to investigate behavior cone penetration pore pressure dissipation typical soils, while also taking into account impact (OCR). Effective stress finite-element analyses, which accounted for considerable deformation, were carried out ...

Hydraulic fracturing is a phenomenon in which cracks propagate through the porous medium due to high pore fluid pressure. Hydraulic fracturing appears in different engineering disciplines either as a destructive phenomenon or as a useful technique. Modeling of this phenomenon in isothermal condition requires analysis of soil deformation, crack and pore fluid pressure interactions. In this paper...

Installing stone columns in the ground is an effective improvement technique to increase the load bearing capacity and reduce the consolidation settlement of the loose or weak cohesive soils. In addition to the increase in the bearing capacity and reduction in the settlement, stone columns can accelerate the dissipation rate of the excess pore water pressure generated by the surcharge, which ex...

2003
Zdeněk P. Bažant

The paper analyzes a proposed scheme of decontamination of radionuclides from concrete structures, in which rapid microwave heating is used to spall off a thin contaminated surface layer. The analysis is split in two parts: ~1! the hygrothermal part of the problem, which consists in calculating the evolution of the temperature and pore pressure fields, and ~2! the fracturing part, which consist...

پایان نامه :دانشگاه بین المللی امام خمینی (ره) - قزوین - دانشکده مهندسی 1386

چکیده ندارد.

Journal: :iranian journal of chemistry and chemical engineering (ijcce) 2009
mohammad hossein ghazanfari davood rashtchian riyaz kharrat shapour vossoughi

in this work a glass micromodel which its grains and pores are non-uniform in size, shape and distribution is considered as porous medium. a two-dimensional random network model of micromodel with non-uniform pores has been constructed. the non-uniformity of porous model is achieved by assigning parametric distribution functions to pores throat and pores length, which was measured using image a...

Journal: :journal of chemical and petroleum engineering 2012
hossein jalalifar jaber taheri shakib

hydraulic fracturing in the fractured reservoirs plays a significant impact on the production rate. in this study, the hydrostatic condition is taken into account, the hydraulic fracturing operation was applied in every direction usinga written distinct element code. in each direction the hydraulic fracture is applied with different lengths and in each level the amount of production is predicte...

Journal: :int. journal of mining & geo-engineering 2015
ahmad asaadi mohammad sharifipour

previous case histories have shown that soil liquefaction severely damaged many structures supported on pile foundations during earthquakes. as a result, evaluating the potential for instability is an important consideration for the safe and resistant design of deep foundation against earthquakes. in this study, the liquefaction susceptibility of saturated sand interacting by single concrete pi...

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