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title:(Effective AND stress AND coefficients AND of AND chalk)

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1 Conference paper

Effective stress coefficients of chalk

Alam, Mohammad Monzurul; Christensen, H.F.; Fabricius, Ida Lykke

Sound of Geology. Workshop in Bergen, Norway, May 6th - 8th, 2009 — 2009

Year: 2009

Language: English

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2 Journal article

Static and dynamic effective stress coefficient of chalk

to mechanical strain in the elastic stress regime. The corresponding dynamic effective stress coefficient α is easy to estimate from density and velocity of acoustic (elastic) waves. We studied n and α of chalk from the reservoir zone of the Valhall field, North Sea, and found that n and α vary

Year: 2012

Language: English

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3 Conference paper

Influence of effective stress coefficient on mechanical failure of chalk

Alam, Mohammad Monzurul; Fabricius, Ida Lykke; Hjuler, M.L.; Christensen, H.F.

Proceedings of the 46th Us Rock Mechanics / Geomechanics Symposium — 2012

The Effective stress coefficient is a measure of how chalk grains are connected with each other. The stiffness of chalk may decrease if the amount of contact cements between the grains decreases, which may lead to an increase of the effective stress coefficient. We performed CO2 injection in chalk

Year: 2012

Language: English

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4 Conference paper

Change in Biot's effective stress coefficient of chalk during pore collapse

Alam, M. Monzurul; Fabricius, Ida Lykke

Poromechanics V — 2013, pp. 2395-2403

Biot's effective stress coefficient (α) is a measure of how well grains in the rocks are connected with each other. The amount of contact cements between the grains determines the stiffness of rocks. Change in grain contact occurs during natural diagenesis of sedimentary rock. Contact between

Year: 2013

Language: English

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5 Conference paper

Effective Stress Coefficient and Biot's Coefficient of Chalk from Valhall Field, North Sea (SPE-121795)

Alam, Mohammad Monzurul; Christensen, H.F.; Fabricius, Ida Lykke

Balancing Global Resources — 2009

Year: 2009

Language: English

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