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

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

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

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

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

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

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

PORE WATER PRESSURE CHANGES IN A ROAD EMBANKMENT = CHANGEMENT DE PRESSION INTERSTITIELLE DANS UN REMBLAI DE ROUTEANDERSON MG; KNEALE PE.1980; HIGHWAY ENGR.; GBR; DA. 1980; VOL. 27; NO 5; PP. 11-17; BIBL. 13 REF.Article

A SIMPLE FORMULA FOR THE ESTIMATION OF PORE PRESSURES AND THEIR DISSIPATIONVERRUIJT A.1980; APPL. OCEAN RES.; GBR; DA. 1980; VOL. 2; NO 2; PP. 57-62; BIBL. 24 REF.Article

CONSOLIDATION D'UN SOL TRIPHASIQUE SATURE D'EAU EN TENANT COMPTE DES FORCES DE TENSION SUPERFICIELLE DE L'EAU DES PORESKIBIREV VI.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 3; PP. 104-108; BIBL. 2 REF.Article

FOUNDATION TREATMENT FOR THE GATHRIGHT DAM.BROWMAN JC; ANDERSON CS.1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 6; PP. 38-42Article

CONTRIBUTIONS AU CALCUL DE LA STABILITE DES BARRAGES EN TERRE PRENANT EN COMPTE LA STABILITE DU SOL DE FONDATIONZAVATI V; MURGESCU V.1976; BUL. INST. POLITEH. IASI, 5; ROMAN.; DA. 1976; VOL. 22; NO 3-4; PP. 25-30; H.T. 1; ABS. FR.; BIBL. 3 REF.Article

PORENWASSERDRUCKMESSUNG IN GENEIGTEN ERDSTOFFDICHTUNGEN VON STAUDAEMMEN. = MESURE DE LA PRESSION INTERSTITIELLE DANS LA COUPURE INCLINEE EN TERRE D'UN BARRAGE DE RETENUEBRUMMER KH; TURBING M.1976; WASSERWIRTSCH.-WASSERTECH.; DTSCH.; DA. 1976; VOL. 26; NO 10; PP. 349-352; BIBL. 8 REF.Article

COLLAPSE OF SHALLOW UNLINED TUNNELS IN DENSE SAND = EFFONDREMENT DE TUNNELS PEU PROFONDS NON REVETUS DANS DU SABLE DENSEATKINSON JH; BROWN ET; POTTS M et al.1975; TUNNELS AND TUNNELLG; G.B.; DA. 1975; VOL. 7; NO 3; PP. 81-87 (3 P.); BIBL. 6 REF.Article

CONSOLIDATION D'UN SOL AVEC DRAINS VERTICAUX SOUS CHARGE VARIABLE. SOLUTION ANALYTIQUE. METHODES DES DIFFERENCES FINIESCHAPUT D; THOMANN G.1975; LAB. PONTS CHAUSS., RAPP. RECH.; FR.; DA. 1975; NO 47; PP. 1-66; ABS. ANGL. ALLEM. ESP. RUSSE; BIBL. 7REF.; 18 ILL.Serial Issue

TEMELJENJE JEKLENIH REZERVOARJEV S PREDOBREMENITVIJO TAL. = FONDATION DE RESERVOIR EN ACIER PAR LA METHODE DE PRECHARGEMENTSOVINC I; VOGRINCIC G.1974; ACTA GEOTECH.; YOUGOSL.; DA. 1974; NO 51-53; PP. 221-231; ABS. ANGL. ALLEM.; BIBL. 5 REF.Article

INFLUENCE DE LA PRESSION ATMOSPHERIQUE SUR CERTAINES MESURES PIEZOMETRIQUES.BASSAL JL.1969; BULL. LIAISON LAB. PONTS CHAUSS.; FRA; 1969(6), NUM. 0038, P. 35 A 36Miscellaneous

RESPONSE CHARACTERISTICS OF CYLINDRICAL PIEZOMETERSBRAND EW; PREMCHITT J.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 3; PP. 203-216; BIBL. 17 REF.Article

LATERAL DISPLACEMENT OF LOW EMBANKMENTS ON ALLUVIUM CONTAINING THIN PEAT LAYERS = DEPLACEMENT LATERAL DE REMBLAIS BAS SUR DES TERRAINS ALLUVIONNAIRES CONTENANT DE FINES COUCHES DE TOURBETHORBURN S; BEEVERS C.1981; INST. CIV. ENGRS, PROC.; GBR; DA. 1981-05; VOL. 70; PP. 277-292; BIBL. 10 REF.Article

PORE PRESSURE STABILIZATION OF FAILURE IN WESTERLY GRANITEMARTIN RJ III.1980; GEOPHYS. RES. LETTERS; USA; DA. 1980; VOL. 7; NO 5; PP. 404-406; BIBL. 8 REF.Article

CONSOLIDATION DUE TO SHEAR LOADS DISTRIBUTED OVER A RECTANGULAR AREA.BABU SHANKER N; SARMA KS; RATNAM MV et al.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1978; VOL. 2; NO 4; PP. 329-342; BIBL. 11 REF.Article