نتایج جستجو برای: pore pressure dissipation

تعداد نتایج: 469259  

1997
Anthony L. Endres Rosemary J. Knight

Inclusion-based formulations allow an explicit description of pore geometry by viewing porous rocks as a solid matrix with embedded inclusions representing individual pores. The assumption commonly used in these formulations that there is no fluid pressure communication between pores is reasonable for liquid-filled rocks measured at high frequencies; however, complete fluid pressure communicati...

Journal: :Geophysical Journal International 1984

2006
Dmitriy Silin Tad Patzek

A new robust algorithm analyzing the geometry and connectivity of the pore space of sedimentary rock is based on fundamental concepts of mathematical morphology. The algorithm distinguishes between the ‘‘pore bodies’’ and ‘‘pore throats,’’ and establishes their respective volumes and connectivity. The proposed algorithm also produces a stick-and-ball diagram of the rock pore space. The tests on...

Journal: :Global Journal of Engineering Research 2005

Wellbore instability is a quite common event during drilling, and causes many problems such as stuck pipe and lost circulation. It is primarily due to the inadequate understanding of the rock properties, pore pressure, and earth stress environment prior to well construction. This study aims to use the existing relevant logs, drilling, and other data from offset wells to construct a precise mech...

Journal: :Japanese Geotechnical Society Special Publication 2016

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: :Computers & Geosciences 2013
Chicheng Xu Carlos Torres-Verdín

A computer algorithm is implemented to construct 3D cubic pore networks that simultaneously honor nuclear magnetic resonance (NMR) and mercury injection capillary pressure (MICP) measurements on core samples. The algorithm uses discretized pore-body size distributions from NMR and pore-throat size vs. incremental pore-volume fraction information from MICP as initial inputs. Both pore-throat rad...

2017
Fan Zhang Jun Liu Biaosong Chen

The basic concept of multi-dimensional limiting process (MLP) on unstructured grids is inherited and modified for improving shock stabilities and reducing numerical dissipation on smooth regions. A relaxed version of MLP condition, simply named as weak-MLP, is proposed for reducing dissipation. Moreover, a stricter condition, that is the strict-MLP condition, is proposed to enhance the numerica...

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