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In situ horizontal stress from pressuremeter tests = Contrainte horizontale in situ à partir des essais au pressiomètreLACASSE, S; LUNNE, T.Publikasjon - Norges Geotekniske Institutt. 1983, Num 146, pp 1-12, issn 0078-1193Article

The buckling failure of tunnels induced by high horizontal stress in jointed rocksHU, Y; KEMPFERT, H.-G.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 347-351, isbn 90-5809-095-7Conference Paper

HORIZONTALBELASTUNGEN VON PFAEHLEN INFOLGE SEITLICHER ERDAUFLASTEN = CHARGES HORIZONTALES DE PIEUX PAR SUITE DE PRESSION LATERALE DU TERRAINSCHUPPENER B.1982; ARBEITSGEM. NORDWESTDEUTSCH. GEOL.; ISSN 524514; DEU; DA. 1982; NO 49; PP. 9Conference Paper

COMPARISON OF MECHANICAL MODELS OF THE OCEANIC LITHOSPHERE = COMPARAISON DES MODELES MECANIQUES DE LITHOSPHERE OCEANIQUEFORSYTH DW.1980; J. GEOPHYS. RES.; ISSN 0022-1406; USA; DA. 1980; VOL. 85; NO 11; PP. 6364-6368; BIBL. 30 REF.Article

STATE OF STRESS IN THE CONTERMINOUS UNITED STATES = ETAT DE CONTRAINTE DANS LES ETATS UNISZOBACK ML; ZOBACK M.1980; J. GEOPHYS. RES.; ISSN 0022-1406; USA; DA. 1980; VOL. 85; NO B11; PP. 6113-6156; H.T. 2; BIBL. 6 P.Article

Non-linear stress-strain behaviour of clay from self-boring pressuremeterSADEEQ, J.A; CLARKE, B.G.The pressuremeter and its new avenues. International symposium. 1995, pp 223-229Conference Paper

Précision des mesures de contrainte in situ par la méthode «jauge d'élément-8» et améliorationOGASAWARA, H.Jishin. 1984, Vol 37, Num 3, pp 357-367, issn 0037-1114Article

In situ measurement of lateral pressure in a landslide and its use in numerical modellingSEVE, G; MAGNAN, J. P; POUGET, P et al.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 561-567, isbn 90-5809-095-7Conference Paper

Stability of D-shaped tunnels in a Mohr-Coulomb material under anisotropic stress conditionsMEGUID, M. A; ROWE, R. K.Canadian geotechnical journal. 2006, Vol 43, Num 3, pp 273-281, issn 0008-3674, 9 p.Article

Cone tip resistance in sand: modeling, verification, and applicationsAHMADI, M. M; BYRNE, P. M; CAMPANELLA, R. G et al.Canadian geotechnical journal. 2005, Vol 42, Num 4, pp 977-993, issn 0008-3674, 17 p.Article

Geometry of hydraulic fractures from modestly deviated wellboresHALLAM, S. D; LAST, N. C.JPT Journal of petroleum technology. 1991, Vol 43, Num 6, pp 742-748, 7 p.Conference Paper

The effect of tunnel inclination and k ratio on the behavior of surrounding rock massIPHAR, M; AKSOY, M; YAVUZ, M et al.International FLAC symposium. 2003, pp 127-134, isbn 90-5809-581-9, 8 p.Conference Paper

Focus on ground control: horizontal stressMARK, Christopher.Coal age (Overland Park, Kan.). 2001, Vol 106, Num 3, pp 47-50, issn 1091-0646Article

A pressuremeter study of Louiseville sensitive clayHAMOUCHE, K.K; ROY, M; LEROUEIL, S et al.The pressuremeter and its new avenues. International symposium. 1995, pp 161-168Conference Paper

Behavior of vibro-driven piles in sand = Comportement de pieux vibrofoncés dans du sableCUMARASWAMY VIPULANANDAN; WONG, D; ÓNEILL, M. W et al.Journal of geotechnical engineering. 1990, Vol 116, Num 8, pp 1211-1230, issn 0733-9410, 20 p.Article

In-situ stress state in the mounds test well as determined by the anelastic strain recovery methodTEUFEL, L. W.SPE/DOE joint symposium on low permeability reservoirs. 1985, pp 467-474Conference Paper

Three-dimensional analysis of unlined tunnels in rock subjected to high horizontal stressABDEL-MEGUID, M; ROWE, R. K; LO, K. Y et al.Canadian geotechnical journal. 2003, Vol 40, Num 6, pp 1208-1224, issn 0008-3674, 17 p.Article

Field studies of the Full Displacement Pressuremeter in claysPOWELL, J.J.M; SHIELDS, C.H.The pressuremeter and its new avenues. International symposium. 1995, pp 239-246Conference Paper

Swelling rock in tunnels: rock characterization, effect of horizontal stresses and construction proceduresSTEINER, W.International journal of rock mechanics and mining sciences & geomechanics abstracts. 1993, Vol 30, Num 4, pp 361-380, issn 0148-9062Article

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