A new approach to evaluate effective stress coefficient for strength in Kimachi sandstone
Author:
Funder
KAKENHI
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Fuel Technology
Reference20 articles.
1. Alam, A.A., Christensen, H.F., Fabricius, I.L., 2009. Effective stress coefficient and Biot׳s coefficient of chalk from the Valhall Field, North Sea. In: EUROPEC/EAGE Conference and Exhibition, 8–11 June 2009. Amsterdam, The Netherlands. SPE 121795-MS. pp. 1–8
2. Effects of confining pressure on the permeability of three rock types under compression;Alam;Int. J. Rock Mech. Min. Sci.,2014
3. Biot׳s coefficient as an indicator of strength and porosity reduction: calcareous sediments from Kerguelen Plateau;Alam;J. Pet. Sci. Eng.,2010
4. General theory of three dimentional consolidation;Biot;J. Appl. Phys.,1941
5. Theory of elasticity and consolidation for a porous anisotropic solid;Biot;J. Appl. Phys.,1955
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