Poroelastic effects in the determination of the maximum horizontal principal stress in hydraulic fracturing tests—A proposed breakdown equation employing a modified effective stress relation for tensile failure-Reference-Cited by-同舟云学术

Poroelastic effects in the determination of the maximum horizontal principal stress in hydraulic fracturing tests—A proposed breakdown equation employing a modified effective stress relation for tensile failure

Published:1989-12 Issue:6 Volume:26 Page:499-506
ISSN:0148-9062
Container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts

Author:

Schmitt D.R.,Zoback M.D.

Publisher

Elsevier BV

Subject

General Engineering

Reference41 articles.

1. Mechanics of hydraulic fracturing;Hubbert;Trans. AIME,1957

2. Initiation and extension of hydraulic fractures in rocks;Haimson;Soc. Petrol. Engrs J.,1967

3. In situ stress measurement in the Carnmenellis granite—II. Hydrofracture tests at Rosemanowes Quarry to depths of 2000 m;Pine;Int. J. Rock Mech. Min. Sci & Geomech. Abstr.,1983

4. In situ stress determination at great depth by means of hydraulic fracturing;Haimson,1970

5. Confirmation of hydrofracturing results through comparison with other stress measurements;Haimson,1981

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