نتایج جستجو برای: pore water pressure

تعداد نتایج: 956224  

2008
T. Shibata A. Murakami

The development of stability problems related to classical mixed methods has recently been observed. In this study, a soil-water coupled boundary-value problem, one type of stability problem, is presented using the Element-free Galerkin Method (EFG Method). In this soil-water coupled problem, anomalous behavior appears in the pressure field unless stabilization techniques are used. The remedy t...

Journal: :international journal of civil engineering 0
m. derakhshandi faculty of engineering, arak university, arak, iran h. r. pourbagherian faculty of engineering, arak university, arak, iran m. h. baziar iran university of science and technology, tehran iran n. shariatmadari iran university of science and technology, tehran iran a. h. sadeghpour iran university of science and technology, tehran iran

in this study, the mechanical behavior of vanyar dam was evaluated at the end of construction. a two-dimensional numerical analysis was conducted based on a finite element method on the largest cross-section of the dam. the data recorded by the instruments located in the largest cross-section were compared with the results of the numerical analysis at the place of instruments. the settlement, p...

Journal: :The journal of physical chemistry. B 2008
Dazhi Liu Yang Zhang Yun Liu Jianlan Wu Chia-Cheng Chen Chung-Yuan Mou Sow-Hsin Chen

Small angle neutron scattering (SANS) is used to measure the absolute density of water contained in 1-D cylindrical pores of a silica material MCM-41-S with pore diameters of 19 and 15 A. By being able to suppress the homogeneous nucleation process inside the narrow pore, one can keep water in the liquid state down to at least 160 K. From a combined analysis of SANS data from both H(2)O and D(2...

Journal: :international journal of civil engineering 0
e. lotfi school of engineering, kharazmi university, p.o.box 15614, tehran, iran s. delfan school of engineering, kharazmi university, p.o.box 15614, tehran, iran a. hamidi school of engineering, kharazmi university, p.o.box 15614, tehran, iran h. shahir school of engineering, kharazmi university, p.o.box 15614, tehran, iran gh. fardi school of engineering, kharazmi university, p.o.box 15614, tehran, iran

in saturated soils, heating induces thermal expansion of both grains and the pore fluid. lower thermal expansion coefficient of aggregates results in the increase of pore pressure and reduction of the effective stress besides subsequent volume changes due to the dissipation of pore pressure and heat transfer. dissipation of thermally induced pore pressure with time is a coupled thermo-hydro-mec...

Journal: :iranian journal of oil & gas science and technology 2016
aghil moslemizadeh seyed reza shadizadeh

fluid invasion from water-based drilling mud (wbdm) into the shale formations causes swelling,high pressure zone near the wellbore wall, and eventually wellbore instability problems duringdrilling operations. for the stability of the wellbore, physical plugging of nanoscale pore throats couldbe considered as a logical approach toward avoiding the fluid invasion into the shale formation. thispap...

Journal: :Transactions of the Japan Society of Civil Engineers 1956

One of the basic measures in managing the stability of earth dams is to accurately estimate the amount of pore water pressure in the body of the dam during and after its construction. In this study, three different models of artificial neural network (ANN), adaptive neural-fuzzy inference system (ANFIS) and gene expression programming (GEP) to estimate the pore water pressure in the body of Kab...

ژورنال: علوم آب و خاک 2013

Excess pore water pressure in clay core dams during construction and primary filling reservoir (first impounding) causes initiation and progression of hydraulic fracture. In this research, the instrumentation data during construction and first filling reservoir (first impounding) was analyzed. It measured internal deformations, pore water pressures and total vertical stresses and compared with ...

Journal: :SIAM Journal of Applied Mathematics 1998
Andrew C. Fowler Xin-She Yang

A mathematical model of compaction in sedimentary basins is presented and analyzed. Compaction occurs when accumulating sediments compact under their own weight, expelling pore water in the process. If sedimentation is rapid or the permeability is low, then high pore pressures can result, a phenomenon which is of importance in oil drilling operations. Here we show that one-dimensional compactio...

Fluid invasion from water-based drilling mud (WBDM) into the shale formations causes swelling, high pressure zone near the wellbore wall, and eventually wellbore instability problems during drilling operations. For the stability of the wellbore, physical plugging of nanoscale pore throats could be considered as a logical approach toward avoiding the fluid invasion into the shale formation. This...

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