Caprock Integrity Analysis during a SAGD Operation Using an Anisotropic Elasto-Plastic Model

2014 ◽  
Author(s):  
Ehsan Rahmati ◽  
Alireza Nouri ◽  
Vahidoddin Fattahpour
Keyword(s):  
Plastic Model ◽  
Caprock Integrity ◽  
Integrity Analysis

Quick Caprock Integrity Analysis for CO Storage Sites in Malaysian Fields.

2020 ◽  
Author(s):  
Siti Syareena Mohd Ali ◽  
W. Ahmad Rafael W. Zairudin ◽  
Zainol Affendi Abu Bakar ◽  
Budi Priyatna Kantaatmadja ◽  
Issham Ismail
Keyword(s):  
Caprock Integrity ◽  
Integrity Analysis

scholarly journals Development of Improved caprock Integrity Analysis and Risk Assessment Techniques

2014 ◽  
Vol 63 ◽  
pp. 4708-4744 ◽  
Author(s):  
Michael S. Bruno ◽  
Kang Lao ◽  
Julia Diessl ◽  
Bill Childers ◽  
Jing Xiang ◽  
...  
Keyword(s):  
Risk Assessment ◽  
Caprock Integrity ◽  
Assessment Techniques ◽  
Integrity Analysis

STRAIN CHARACTERISTICS OF SOIL AND METHODS OF THEIR DETERMINATION

2018 ◽  
pp. 39-43
Author(s):  
K.S. Sultanov ◽  
P.V. Loginov ◽  
Z.R. Salikhova
Keyword(s):  
Dynamic Loading ◽  
Dynamic Compression ◽  
Loess Soil ◽  
Seismic Loads ◽  
Static Compression ◽  
Plastic Model ◽  
Laboratory Conditions ◽  
Coefficient Of Viscosity ◽  
Wave Problems

The method to define strain characteristics of soil under dynamic loading is proposed based on the results of experiments on dynamic compression of soils on the device for dynamic loading in laboratory conditions; the method allows solving wave problems with the statement similar to the statement of experiments. Using the proposed method, the modulus of dynamic and static compression, the modulus of unloading, the coefficient of viscosity of loess soil in the range of seismic loads are determined in accordance with elastic-visco-plastic model of soil developed by G.M.Lyakhov.

Protection of Caprock Integrity for Large-Scale CO2 Storage on the Norwegian Continental Shelf

2019 ◽  
Author(s):  
Sarah Gasda ◽  
Ivar Aavatsmark ◽  
Bahman Bohloli ◽  
Helge Hellevang ◽  
Jan Nordbotten ◽  
...  
Keyword(s):  
Continental Shelf ◽  
Large Scale ◽  
Co2 Storage ◽  
Caprock Integrity ◽  
Norwegian Continental Shelf

Determination of ultimate pitwall parameters in axisymmetric rigid-plastic model of rocks

2015 ◽  
Vol 51 (4) ◽  
pp. 679-688 ◽  
Author(s):  
A. I. Chanyshev ◽  
G. M. Podyminogin
Keyword(s):  
Rigid Plastic ◽  
Plastic Model
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