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The role of pore pressures on the mechanics of mudslidesCOMEGNA, L; URCIUOLI, G; PICARELLI, L et al.International Symposium on Landslides. 2004, pp 1183-1188, isbn 04-1535-667-9, 6 p.Conference Paper

ONE-DIMENSIONAL CONSOLIDATION THEORY: UNSATURATED SOILFREDLUND DG; HASAN JU.1979; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1979; VOL. 16; NO 3; PP. 521-531; ABS. FRE; BIBL. 12 REF.Article

Piezometers in fully grouted boreholesMIKKELSEN, P. E; GREEN, G. E.International symposium on field measurements in geomechanics. 2003, pp 545-554, isbn 90-5809-602-5, 10 p.Conference Paper

Druckwechselbelastung an Wasser-Boden-Grenzflächen = The effects of changes in the pressure at the soil/water interfaceKOHLER, H.-J.Zeitschrift für angewandte Geologie. 2001, Vol 47, Num 1, pp 8-16, issn 0044-2259Article

Performance of a miniature piezocone in profiling thinly layered soilHIRD, C. C; JOHNSON, P; SANGTIAN, N et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 113-116, isbn 90-2651-853-6, 3VolConference Paper

Limit states (stability, deformation, erosion...)GERMANOV, T.European Conference on Soil Mechanics and Geotechnical Engineering. 2003, pp 119-124, isbn 80-86769-02-X, 6 p.Conference Paper

DEVELOPMENT OF A QUASI-STATIC PIEZOCONE APPARATUSROY M; TREMBLAY M; TAVENAS F et al.1982; CAN. GEOTECHN. J.; CAN; DA. 1982; VOL. 19; NO 2; PP. 180-188; BIBL. 8 REF.Article

LA NATURE DES GLISSEMENTS DE TERRAIN CONSECUTIFS AUX CRUESGOLDSTEIN MN; TUROVSKAYA AY.1975; RAIL INTERNATION.; BELG.; DA. 1975; VOL. 6; NO 9-10; PP. 869-874Article

PORE PRESSURE CHANGES DURING CREEP EVENTS ON THE SAN ANDREAS FAULTJOHNSON AG; KOVACH RL; NUR A et al.1973; J. GEOPHYS. RES.; U.S.A.; DA. 1973; VOL. 78; NO 5; PP. 851-857; BIBL. 21REF.Serial Issue

INTERACTIONS BETWEEN TEMPERATURE AND PORE-FLUID PRESSURE DURING EARTHQUAKE FAULTING AND A MECHANISM FOR PARTIAL OR TOTAL STRESS RELIEFSIBSON RH.1973; NATURE PHYS. SCI.; G.B.; DA. 1973; VOL. 243; NO 126; PP. 66-68; BIBL. 12REF.Serial Issue

NON-LINEAR SEISMIC RESPONSE UND LIQUEFACTION.ZIENKIEWICZ OC; CHANG CT; HINTON E et al.1978; INTERNATION. J. NUMER. ANAL.METHODS GEOMECH.; GBR; DA. 1978; VOL. 2; NO 4; PP. 381-404; BIBL. 34 REF.Article

GEL ET DEGEL DES CHAUSSEESGIROUD JP; CANIARD L.1975; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1975; NO 80; PP. 134-135; BIBL. 2REF.Article

Deriving effects of pressure depletion on elastic framework moduli from sonic logsFURRE, Anne-Kari; ANDERSEN, Mona; MOEN, Anita Smalo et al.Geophysical prospecting. 2009, Vol 57, Num 3, pp 427-437, issn 0016-8025, 11 p.Article

Applications of a coupled thermo-hydro-mechanical model to wellbore stabilityPASTOR, J; FONTOURA, S. A. B.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 797-806, isbn 2-7208-6004-2, 10 p.Conference Paper

Visualization of measured quay wall seismic responseABDOUN, T; OSKAY, C; WANG, Y et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1057-1060, isbn 90-2651-853-6, 3VolConference Paper

Uncertainty analysis in a slope hydrology and stability model using probabilistic and imprecise informationRUBIO, E; HALL, J. W; ANDERSON, M. G et al.Computers and geotechnics. 2004, Vol 31, Num 7, pp 529-536, issn 0266-352X, 8 p.Article

Dynamic effects of moving load on a poroelastic soil mediumTHEODORAKOPOULOS, D. D; BESKOS, D. E; CHASSIAKOS, A. P et al.International Conference on cyclic behaviour of soils and liquefaction phenomena. 2004, pp 581-588, isbn 90-5809-620-3, 8 p.Conference Paper

Influence of the in situ pore water pressure on the stability of deep galleries in saturated porous mediaLABIOUSE, V; GARBER, R.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1359-1364, isbn 90-2651-853-6, 3VolConference Paper

Transient excess pore water pressures causing soil deformation and hydraulic failureKOHLER, H.-J.European Conference on soil mechanics and geotechnical engineering. 2003, pp 415-422, isbn 80-86769-00-3, 8 p.Conference Paper

Assessment of soil liquefaction during earthquakesLIYANAPATHIRANA, D. S; POULOS, H. G.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 195-198, isbn 90-2651-853-6, 3VolConference Paper

DILATANCY-RELATED ELECTRICAL RESISTIVITY CHANGES IN ROCKS.BRACE WF.1975; PURE APPL. GEOPHYS.; SWITZ.; DA. 1975; VOL. 113; NO 1-2; PP. 207-217; BIBL. 1 P.Article

INFLUENCE DES GRADIENTS DE PRESSION INTERSTITIELLE SUR LES RESULTATS DE L'ESSAI TRIAXIALJOSSEAUME H.1972; LAB. PONT CHAUSS., RAPP. RECH.; FR.; DA. 1972; NO 21; PP. 3-51; ABS. ANGL. ALLEM. ESP. RUSSE; BIBL. 5 REF.Serial Issue

PORE SIZES AND STRENGTH OF COMPACTED CLAYSYED AHMED; LOVELL CW JR; DIAMOND S et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 407-425; BIBL. 15 REF.; 14 ILL.Article

EXCESS PORE PRESSURES DURING UNDRAINED CLAY CREEPHOLZER TL; HOEG K; ARULANANDAN K et al.1973; REV. CANAD. GEOTECH.; CANADA; DA. 1973; VOL. 10; NO 1; PP. 12-24; ABS. FR.; BIBL. 21 REF.Serial Issue

PRODUCTION OF GASEOUS PORE PRESSURE DURING ROCK SLIDES = FORMATION D'UNE PRESSION INTERSTITIELLE DE GAZ LORS D'UN GLISSEMENT D'UNE MASSE ROCHEUSEHABIB P.1975; ROCK MECH.; AUSTR.; DA. 1975; VOL. 7; NO 4; PP. 193-197; ABS. ALLEM. FR.; BIBL. 9REF.Article

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