3D pore pressure used to optimize well designIIMES, Rob; GILMOUR, Doua.Oil & gas journal. 2008, Vol 106, Num 29, issn 0030-1388, 41-44 [3 p.]Article

Forward model wellbore pore pressuresMATTHEWS, Martin; STANDIFIRD, William.Hart's E & P. 2006, Vol 79, Num 11, pp 77-79, issn 1527-4063, 3 p.Article

On two definitions of excess pore water pressure = Deux definitions de la pression des pores en excèsGIBSON, R. E; SCHIFFMAN, R. L; WHITMAN, R. V et al.Geotechnique. 1989, Vol 39, Num 1, pp 169-171, issn 0016-8505Article

A role of pore air in infiltration process = Le rôle de la pression des pores dans les processus d'infiltrationISHIHARA, Y; SHIMOJIMA, E.Bulletin of the Disaster Prevention Research Institute. 1983, Vol 33, Num 4, pp 163-222Article

Pore pressure in the Gulf of Mexico : Seeing ahead of the bitSAYERS, Colin; DEN BOER, Lennert; NAGY, Zsolt et al.World oil. 2005, Vol 226, Num 12, pp 55-58, issn 0043-8790, 4 p.Article

Pore pressure of small fill dams = Les pressions de pores de petits barrages en terre et en enrochementFUJII, H; WATANABE, T.Field measurements in geomechanics. International symposium. 1984, pp 875-884Conference Paper

Obosnovanie «linii normal.nogo uplotneniya glin» i kolichestvennaya otsenka porovykh davlenijKIRILLOV, A. S; SVINTSITSKIJ, S. B.Geologija nefti i gaza. 1983, Num 9, pp 50-53Article

Pore water pressure in limit analysis calculationsMICHALOWSKI, R. L.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 153-156, isbn 90-5809-038-8Conference Paper

Die Radonexhalation von Festgesteinsproben unter Druckeinwirkung = L'exhalation de radon issu d'échantillons de roches dures sous l'influence de la pression = The Radonexhalation of rock samples which were influenced by pressureBERGELT, H; MILITZER, H; STOLZ, W et al.Gerlands Beiträge zur Geophysik. 1986, Vol 95, Num 1, pp 7-14, issn 0016-8696Article

Issledovanie porovogo davleniya v mnogofaznykh gruntakh v polevykh i laboratornykh usloviyakhTER-MARTIROSYAN, Z. G; TISHCHENKO, V. A.Izvestiâ vysših učebnyh zavedenij. Geologiâ i razvedka. 1984, Num 2, issn 0016-7762, 128Article

Metodicheskie osobennosti otsenki nachal'nykh zapasov svobodnogo gaza po dannym o padenii plastovogo davleniya slozhno-postroennykh zalezhejBRINDZINSKIJ, A. M; BOGDANOV, V. P.Vsesojuznyj naučno-issledovatel'skij geologorazvedočnyj neftjanoj institut. Trudy. 1982, Num 242, pp 149-158Article

Pore pressure generation in anisotropically consolidated sands = Genèse de la pression-pores dans des sables consolidés anisotropesOZAYDIN, K; ERGUVANLI, A; ASKAR, A et al.European conference on earthquake engineering. 7. 1982, pp 533-538Conference Paper

Stimulation effectiveness in multilayered, tight gas reservoirs : Pinedale anticline areaSCHUBARTH, S. K; SPLVEY, J. P; HUCKABEE, P. T et al.Journal of petroleum technology. 2006, Vol 58, Num 10, pp 65-67, issn 0149-2136, 3 p.Article

Brittle crack propagationENGELDER, T.Continental deformation. 1994, pp 43-52Book Chapter

Soil suction and the critical state = La succion du sol et l'état critiqueBRADY, K. C.Geotechnique. 1988, Vol 38, Num 1, pp 117-120, issn 0016-8505Article

A consideration of the major drawback in null type measurement of negative pore water pressure = Considération du désavantage majeur dans la mesure de type zéro de la pression de pore négativeSATIJA, B. S; GULHATI, S. K.Indian geotechnical journal. 1985, Vol 15, Num 1, pp 39-49, issn 0046-8983Article

Differential evapo-transpiration from a clay surface and its influence on equilibrium porewater pressure = Evapotranspiration différentielle de l'argile en surface et son influence sur l'équilibre de la pression des pores de l'eauGIBSON, R. E; GOLDSWORTHY, M. H; CHANDLER, A. M et al.Geotechnique. 1985, Vol 35, Num 2, pp 181-191, issn 0016-8505Article

Experience of instrumentation/instrumentation performance in Pakistan = Expérience en appareils d'auscultation au PakistanBUTT, G. S; RHAMAN, A.Congrès international des grands barrages. 15. 1985, Vol 15, Num 1, pp 1589-1604, issn 0254-0703Conference Paper

Calculation of hydraulic head for river embakment design using a numerical grounwater model = Utilisation d'un modèle numérique d'eau souterraine pour le calcul de la hauteur de charge lors de la conception de levées de fleuveFLORIAN, G. J; VINKERS, H. J.Polders of the world. International symposium. 1982, pp 61-70Conference Paper

Pore pressure response analysis for earthquakes = Analyse de la réponse des pressions d'eau dans les séismesCHUGH, A. K; VON THUN, J. L.International conference on numerical methods in geomechanics. 1995, pp 1367-1378Conference Paper

Estimation of the friction mobilized in saturated soils subjected to rapid loading by a moving landslide massSASSA, K; LEE, J.-H; FUKUOKA, H et al.International geological congress. 1992, p.941Conference Paper

Comments on Numerical simulation of shear band formation in soils. And authors's reply = Commentaire et réponse Simulation numérique de la formation de bandes de cisaillement dans les solsSHUTTLE, D.A; SMITH, I.M; VARDOULAKIS, I.G et al.International journal for numerical and analytical methods in geomechanics. 1990, Vol 14, Num 2, pp 139-143, issn 0363-9061Article

Gegenwärtiger Stand der Anforderungen und Möglichkeiten zur Verhütung von Bohrlochausbrüchen = Etat actuel des connaissanes concernant les conditions et les possibilités de prévention des explosions dans les trous de forage = Current state in the preconditions and possibilities of preventing well eruptionsSZEPESI, J.Freiberger Forschungshefte. Reihe A. 1986, Num 728, pp 52-61, issn 0071-9390Conference Paper

The Piezo-Lateral stress cell = La cellule de tension Piezo-LatéraleBALIGH, M. M; TORRENCE MARTIN, R; AZZOUZ, A. S et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 841-844Conference Paper

Auscultation du barrage de BuyoDEJOUX, M; DUPAS, J. M.Travaux (Paris). 1984, Num 586, pp 44-46, issn 0041-1906Article