1997
DOI: 10.1016/s1365-1609(97)00274-8
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Complete stress determination with the HTPF tool in a mountainous region

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Cited by 7 publications
(7 citation statements)
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“…(1) Cornet et al . [], 40 km south of Ubaye area; (2) Cornet and Burlet [], various areas in France; (3) Zoback and Healy [] at Cajon Pass (California); (4) Evans [] at Soultz‐sous‐Forêts (France); and (5) Brudy et al . [] at KTB (Germany).…”
Section: Imaging Overpressurized Areasmentioning
confidence: 99%
See 1 more Smart Citation
“…(1) Cornet et al . [], 40 km south of Ubaye area; (2) Cornet and Burlet [], various areas in France; (3) Zoback and Healy [] at Cajon Pass (California); (4) Evans [] at Soultz‐sous‐Forêts (France); and (5) Brudy et al . [] at KTB (Germany).…”
Section: Imaging Overpressurized Areasmentioning
confidence: 99%
“…The intermediate principal stress σ 2 = σv is taken equal to the lithostatic load, and the maximal horizontal stress SH is computed from Sh, σv, and the stress shape ratio Φ. (1)Cornet et al [1997], 40 km south of Ubaye area; (2)Cornet and Burlet [1992], various areas in France; (3)Zoback and Healy [1992] at Cajon Pass (California); (4)Evans [2005] at Soultz-sous-Forêts (France); and (5)Brudy et al [1997] at KTB (Germany).…”
mentioning
confidence: 99%
“…where n is the normal to the fracture plane [2,6,19,20]. In general, P n is interpreted to be equivalent to the shut-in pressure P s , in that both are assumed to be equal to the normal pressure acting on the fracture plane.…”
Section: Governing Equations In 3-d Stress Analysismentioning
confidence: 99%
“…Three-dimensional stress measurement using hydraulic fracturing (HF) was suggested in the late 1980s [17,18] and has advanced with the integration of HF and HTPF, though mostly in vertical boreholes [19][20][21][22]. Three-dimensional stress measurement using arbitrary inclined boreholes has also been studied, in theory and in laboratory scale tests [17,23], as well as in the field [18,24].…”
Section: Introductionmentioning
confidence: 99%
“…Realistic 3‐D topography models were studied with and without in situ tectonic stresses. In the La Clapiere slope case, using the ‘Hydraulic Tests on Pre‐existing Fractures’ method (Cornet et al ., ), we calculated a horizontal to vertical ratio of 0.686. To consider different stress orientations, we extended this to σ 1 > 0.686.σ 2 = 0.686.σ 3 (with σ 1 = σ xx or σ yy or σ zz depending on the case).…”
Section: Numerical Modellingmentioning
confidence: 99%