نتایج جستجو برای: excess pore pressure ratio

تعداد نتایج: 972191  

Journal: :civil engineering infrastructures journal 0
mohammad ali lotfollahi-yaghin faculty of civil engineering, university of tabriz, tabriz, iran mastoureh gholipour salimi faculty of civil engineering, university of tabriz, tabriz, iran hamid ahmadi faculty of civil engineering, university of tabriz, tabriz, iran

failure of the quay walls due to earthquakes results in severe economic loss. because of hazards threatening such inexpensive nodes of national and international transportation networks, seismic design of quay walls is still an evolving topic in marine structural engineering. this study investigates the sensitivity of the gravity-type quay wall stability respect to uncertain soil and seismic pr...

Journal: :Journal of Petroleum Science and Engineering 2021

Pore pressure and gas saturation distribution in sedimentary basins are difficult to predict quantify because these two factors produce the same impact on reducing P-wave velocity (Vp). To tackle this issue, modified Eaton's equation for Vp S-wave (Vs) ratio derived from automatic analysis a pre-stack inversion was applied estimate pore distribution, Rock Physics Templates (RPTs) performed hydr...

Pore pressureis defined as the pressure of the fluid inside the pore space of the formation, which is also known as the formation pressure. When the pore pressure is higher than hydrostatic pressure, it is referred to as overpressure. Knowledge of this pressure is essential for cost-effective drilling, safe well planning, and efficient reservoir modeling. The main objective of this study is to ...

2014
ALAN L. MYERS

We discuss the thermodynamics of physical adsorption of gases in porous solids. The measurement of the amount of gas adsorbed in a solid requires specialized volumetric and gravimetric techniques based upon the concept of the surface excess. Excess adsorption isotherms provide thermodynamic information about the gas-solid system but are difficult to interpret at high pressure because of peculia...

2008
J. W. Rudnicki

Solutions are obtained for the stress and pore pressure due to sudden introduction of plane strain dislocations in a linear elastic, fluid-infiltrated, Biot, solid. Previous solutions have required that the pore fluid pressure and its gradient be continuous. Consequently, the antisymmetry (symmetry) ofthe pore pressure p about y = Orequires that this plane be permeable (p = 0) for a shear dislo...

2009
Gary Yu

There are two main approaches for pore pressure estimation: geological using basin modeling and geophysical using seismic velocity. In this paper, seismic velocity was used for pore pressure estimation. The impact of the input data quality in terms of signal-to-noise ratio (SNR) and frequency bandwidth on the accuracy of seismic velocity analysis and, ultimately, the reliability of pore pressur...

Journal: :Frontiers in Earth Science 2023

The consolidation of clay layers is great significance for groundwater environmental protection, storage utilization, and land subsidence. In this study, the governing equation excess pore water pressure during non-linear process under load conditions obtained based on one-dimensional theory. Analytical solutions are then derived with single or double drainage caused by dissipation pressure. Wi...

2014
R. A. Musa

Toward elucidating how a wavy porous sand bed perturbs a turbulent flow above its surface, we record pressure within a permeable material resembling the region just below desert ripples, contrasting these delicate measurements with earlier studies on similar impermeable surfaces. We run separate tests in a wind tunnel on two sinusoidal porous ripples with aspect ratio of half crest-to-trough am...

2008
Sooil Kim

In this paper, application of energy-based excess pore pressure generation model proposed by Park et al. (2008) to develop an improved model for the analysis of liquefaction potential and to predict excess pore pressure (EPP) is examined through experimental and analytical investigations. For more realistic description of the dynamic responses of saturated sand undrained dynamic triaxial tests ...

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