Last edited by Samuramar
Monday, July 20, 2020 | History

2 edition of Verification of the coupled thermo-hydro-mechanical performance of motif found in the catalog.

Verification of the coupled thermo-hydro-mechanical performance of motif

Khairy R. Khair

Verification of the coupled thermo-hydro-mechanical performance of motif

by Khairy R. Khair

  • 57 Want to read
  • 10 Currently reading

Published by AECL, Whiteshell Nuclear Research Establishment in Pinawa, Man .
Written in English


Edition Notes

Statementby Khairy R. Khair and Tin Chan.
SeriesTechnical record (Atomic Energy of Canada Ltd) -- 585
ContributionsChan, Tin., Atomic Energy of Canada Limited.
The Physical Object
Pagination21 p. :
Number of Pages21
ID Numbers
Open LibraryOL20220714M

JAMES is a Gold Open Access journal that publishes original research articles advancing the development and application of models at all scales in understanding the physical Earth system and its coupling to biological, geological and chemical systems.   Methods. Schematically, for a set of coregulated genes, CSC first uses a motif overrepresentation based method, e.g., meme (), with a nonstringent threshold to find potential motifs in the anchor species f from which the coregulated genes are obtained, as well as in other closely related species. We call the identified motifs in any species the marginally significant motifs (MSMs) of that .

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Verification of the coupled thermo-hydro-mechanical performance of motif by Khairy R. Khair Download PDF EPUB FB2

Coupled Thermo-Hydro-Mechanical-Chemical Processes in Geo-Systems Fundamentals, Modelling, Experiments and Applications Theme 6 Coupled T-H-M-C Process in Geotechnical and Environmental Engineering; Book chapter Full text access Verification and Validation of a Three-Dimensional Finite-Element Code For Coupled Thermo-Hydro-Mechanical.

Coupled thermo-hydro-mechanical-chemical processes in geo-systems: fundamentals, modelling, experiments and applications, GeoProc conference held at the Royal Institute of Technology in Stockholm, Sweden, in October | Ove Stephanson (Eds.) | download | B–OK.

Download books for free. Find books. Coupled Thermo-Hydro-Mechanical-Chemical Processes in Geo-Systems - Fundamentals, Modelling, Experiments and Applications Details The book presents, for the first time, the systematic formulation of mathematical models of the coupled T-H-M processes of fractured media, their validation against theoretical bench-mark tests, and experimental.

Request PDF | Thermo-Hydro-Mechanical Modeling of Coupled Processes in Clay Materials | Geotechnical problems are characterized by the existence of a great variety of coupled. In a recent work, Zhang and Michalowski proposed a new thermo-hydro-mechanical model to study frost heave by coupling the porosity rate function with the modified Cam Clay model.

This paper presents a coupled Thermo-Hydro-Mechanical (THM) model in the framework of the theory of poroelasticity using a porosity rate by: 1. This work brings together the results, information and data that emerged from an international cooperative project, DECOVALEX, This project was concerned with the mathematical and experimental studies of coupled thermo(T) -hydro(H) -mechanical(M) processes in fractured media related to radioactive waste book presents, for the first time, the systematic formulation.

In this paper, coupled thermo-hydro-mechanical (THM) issues relating to nuclear waste repository design and performance are reviewed. Concise statements, that were developed from DECOVALEX discussions, on the current state-of-knowledge are presented. Section 1 describes the THM background and the interface with performance assessment (PA).

The modelling considers coupled thermo-hydro-mechanical effects in both the intact rock and the fracture zones due to contact normal stresses and fluid pressure at the base of the advancing glacier.

Numerical Modelling. The AECL team used an in-house MOTIF finite-element code (Guvanasen and Chan ), which is based on an extension of the classical poroelastic theory of Biot ().This code has undergone extensive verification and validation (Chan et al.

).The CTH team employed the commercially available, general-purpose finite-element code ABAQUS/Standard. A performance assessment (PA) of a deep repository consists of an analysis of the changes through time in the disposal facility as a consequence of both internal and external forces.

Groups of coupled processes are linked together in a description of integrated evolution through time. In this paper we describe the OpenGeoSys (OGS) project, which is a scientific open-source initiative for numerical simulation of thermo-hydro-mechanical-chemical processes in porous media.

The basic concept is to provide a flexible numerical framework (using primarily the Finite Element Method (FEM)) for solving multifield problems in porous and fractured media for applications in.

MOTIF is a fully coupled thermo-hydro-mechanical analysis program developed by AECL. The fully coupled response of the concrete bulkhead and adjacent rock to heating obtained from this modelling.

Coupled 3-D thermo-hydro-mechanical analysis of geotechnological in situ tests Article in International Journal of Rock Mechanics and Mining Sciences 48(1) January with 25 Reads. This paper presents a numerical study of the China-Mock-up test, with the purpose of evaluating the performance of Gaomiaozi (GMZ) bentonite under coupled thermo-hydro-mechanical (THM) conditions.

In the paper, the basic THM characteristics of GMZ bentonite are presented first. Unsaturated Soils: Research and Applications contains papers presented at 6th International Conference on Unsaturated Soils (UNSAT, Sydney, Australia, July ).

The two volumes provide an overview of recent experimental and theoretical advances in a. Background. Protein kinase A (cAMP-dependent kinase, PKA) is a serine/threonine kinase, for which ca. substrate proteins are known. Based on a refinement of the recognition motif using the available experimental data, we wished to apply the simplified substrate protein binding model for accurate prediction of PKA phosphorylation sites, an approach that was previously successful for.

Session title: “Coupled thermo-hydro-mechanical-chemical processes related to geo-energy and geo-engineering applications” () Co-convener of session at the 49th US Rock Mechanics/Geomechanics Symposium, San Francisco, CA, USA, 28 June- 1 July Idaho National Laboratory (INL) has been developing a fully coupled thermo-hydro-mechanical-chemical (THMC) concrete model, referred as Grizzly, with the ultimate goal of reliably simulating and predicting the long-term performance of concrete structures subjected to.

This technical note presents a coupled thermo-hydro-mechanical model for unsaturated soil, which can be applied in the context of high temperature. A new pore gas or bulk air tranfer equation is. Hardware/software co-verification and extraction of full-chip performance, bandwidth, and power metrics.

OEMs and Tier 1 and Tier 2 suppliers can work in parallel to explore new design ideas, establish and track design requirements, implement the ideas that will make a vehicle the most competitive, and verify the implementations along a.

This is the first volume of the proceedings of the 8th International Congress on Environmental Geotechnics (ICEG ), held on October 28 - November 1, in Hangzhou, China.

It highlights the latest research findings from leading scholars with the theme 'Towards a Sustainable Geoenvironment'.The Dillinger Escape Plan was an American metalcore band. The band was formed in in Morris Plains, New Jersey by bassist Adam Doll, vocalist Dimitri Minakakis, drummer Chris Pennie and guitarist Ben band's use of odd time signatures, polyrhythms and unconventional drum patterns became a staple of their sound, although later albums incorporated more melody, and influences from.A simulator for modeling coupled thermo-hydro-mechanical processes in subsurface geological media.

International Journal of Rock Mechanics and Mining Sciences, 70(0) –K. C. Lewis, S. Karra, and S. Kelkar. A model for tracking fronts of stress-induced permeability enhancement.

Transport in Porous Media, 99(1)–35,