FORCE PORTANTE D'UN SOL SUR UNE ASSISE RIGIDE (ETUDE THEORIQUE).MANDEL J; SALENCON J.1973; GEOTECHNIQUE; G.B.; 1973, VOL. 23, NUM. 0001, P. 139 A 140Serial Issue

MODIFICATION DE LA RESISTANCE DES CRISTAUX DE RUBIS SUIVANT L'ORIENTATION DE CES CRISTAUXAVAKOV AA; KHACHATRYAN GG.1972; VEST. MASHINOSTR.; S.S.S.R.; 1972, VOL. 52, NUM. 0007, P. 72 A 73Serial Issue

INTRODUCTION A LA FISSURATION DES ROCHES.HABIB P.1968; REV. INDUSTR. MINER; FRA; 1968(5), P. 5 A 8Miscellaneous

DETERMINATION OF THE STRESS IN ROCK UNAFFECTED BY BOREHOLES OF DRIFTS, FROM MEASURED STRAINS OR DEFORMATIONS.HIRAMATSU Y; OKA Y.1968; INTERNATION. J. ROCK MECH. MING SCI.; GBR; 1968(7), VOL. 5, NUM. 0004, P. 337 A 353Miscellaneous

ROCK BREAKAGE BY CRUSHING,BLASTING,AND DRILLING.CHEATHAM JB JR.1968; ENGNG GEOL.; NLD; 1968(8), VOL. 2, NUM. 0005, P. 293 A 314Miscellaneous

THE DETERMINATION OF THE COMPLETE STATE OF STRESS IN ROCK IN A SINGLE BOREHOLE-LABORATORY AND UNDERGROUND MEASUREMENTS.LEEMAN ER.1968; INTERNATION. J. ROCK MECH. MING SCI.; GBR; 1968(1), VOL. 5, NUM. 0001, P. 31 A 56Miscellaneous

UNIAXIAL TESTING IN ROCK MECHANICS LABORATORIES.HAWKES I; MELLOR M.1970; ENGNG GEOL.; NLD; 1970, VOL. 4, NUM. 0003, P. 177 A 285Miscellaneous

METHODE D'ETUDE SUR LE TERRAIN DES ROCHES FISSUREES D'APRES LEUR RESISTIVITE. (REF. 16844).GORJUNOV II.1969; DIRECTION.DOCUMENTATION.INFORMATION.INST.FRANCAIS.PETROLE.; 1969(3), P. 1 A 8Miscellaneous

BRUCH UND BRUCHSYSTEME IN SPROEDEM GESTEIN (FRACTURES ET SYSTEMES DE FRACTURES DANS LES ROCHES FRIABLES).GRAMBERG J.1968; ABH.DTSCH.AKAD.WISSENSCH.BERLIN.KL.BERGBAU.HUETT.MONTANGEOL.; 1968, NUM. 0002, P. 13 A 27Miscellaneous

SUR LA DISLOCATION DES ROCHES LITEES.KOLESNIKOV NA; DEVJATKO LI.1968; IZVEST. VYSSH. UCHEBN. ZAVED., GEOL. RAZV; SUN; 1968(5), VOL. 11, NUM. 0005, P. 150 A 153Miscellaneous

SOIL RESISTANCE TO CUTTING WITH A WIRE.STEFANELLI G.1968; IN."9TH.INTERNATION.CONGR.SOIL.SCI.ADELAIDE.AUSTRAL.1968.TRANS.1.".SYN EY.ANGUS.AND.ROBERTSON.LTD.; 1968, P. 739 A 750Miscellaneous

BIBLIOGRAPHY OF SOIL DYNAMICS AND SOIL STRUCTURE INTERACTION DURING DYNAMIC OF SIMILAR LOADINGS.HUGHES GT; LOCKER JG; STEWART WD et al.1965; OTTAWA, DEFENSE RES. BOARD.; 1965, P. 1 A 106Miscellaneous

GEOLOGIA APLICADA AL TRATAMIENTO DE LOS MACIZOS ROCOSOS Y TECNICAS DE INTERPRETACION = GEOLOGIE APPLIQUEE AU TRAITEMENT DES MASSIFS ROCHEUX ET TECHNIQUES D'INTERPRETATIONJOULAIN C.sdMINIST. OBRAS PUBLIC., SERV. GEOL., BOL.; ESP. (IICOLOQ. NAC. MEC. ROCAS; MADRID; 1969),, NUM. 0033, P. 127 A 146Miscellaneous

BRITTLE FAILURE OF ROCK.HOEK E.sdDEPARTM.CIVIL.ENGINEER.UNIV.WALES.SWANSEA.3.7.APRIL.1967.; , P. 1 A 24Miscellaneous

CRITICAL LOADS DEPENDING ON LAYER THICKNESS.SUKLJE L; VIDMAR S.1973; ACTA GEOTECH.; YOUGOSL.; 1973, NUM. 0043-0047, P. 253 A 258Serial Issue

NATURE OF STRENGTH AND DEFORMATION OF ROCKS.LOMTADZE VD.1970; 1. CONGR. INT. ASSOC. INT. GEOL. ING., PARIS SEPT. 1970.; 1970, VOL. 1, P. 381 A 393Miscellaneous

PORE PRESSURE EFFECTS ON BEREA SANDSTONE SUBJECTED TO EXPERIMENTAL DEFORMATION.ALDRICH MJ JR; LANE KS.1969; GEOL. SOC. AMER., BULL.; USA; 1969(8), VOL. 80, NUM. 0008, P. 1577 A 1590Miscellaneous

FINITE HOMOGENEOUS STRAIN AND RELATED TOPICS.CHAPPLE WM.1968; IN."ROCK.MECH.SEMINAR.N.S.F.ADV.SCI.SEMINAR.ROCK.MECH.COLL.TEACHERS.SR UCT.GEOL.BOSTON.1967.2".BEDFORD.MASS.AIR.FORCE.CAMBRIDGE.RES.LAB.; 1968, P. 317 A 352Miscellaneous

SUR LA DETERMINATION DE LA CONSISTANCE DES TERRAINS A STRUCTURE PRESERVEE.MOS'JAKOV EF.1967; IZVEST. VYSSH. UCHEBN. ZAVED., GEOL. RAZV; SUN; 1967(9), VOL. 10, NUM. 0009, P. 124 A 128Miscellaneous

ESTUDIO DEL COMPORTAMIENTO DE LOS MATERIALES PETREOS FRENTE A LOS ENSAYOS NORMALIZADOS PARA SU VALORACION COMO ARIDOS PARA CARRETERAS = ETUDE DU COMPORTEMENT DES MATERIAUX PIERREUX LORS D'ESSAIS NORMALISES POUR LEUR VALORISATION COMME GRANULAT POUR LESUBACH CALVO A; SALINAS RODRIGUEZ JL.sdIN : 1 CONGR. HISP.-LUSO-AM. GEOL. ECON. MADRID-LISBOA, 1971; MADRID IBERICA ; , P. 219 A 237Miscellaneous

THE SCIENCE OF ROCK MECHANICS. I. THE STRENGTH PROPERTIES OF ROCKS.DREYER W.1972; SER. ROCK SOIL MECH.; DEU; 1972, VOL. 1, NUM. 0001, P. 1 A 501Miscellaneous

INFLUENCE DES CARACTERISTIQUES PETROGRAPHIQUES DE QUELQUES ROCHES SUR LEUR RESISTANCE A L'ATTRITION.CHEVASSU G.1969; BULL. LIAISON LAB. PONTS CHAUSS.; FRA; 1969(8), NUM. 0039, P. 65 A 72Miscellaneous

THE MECHANICAL PROPERTIES OF ASBESTOS.AVESTON J.1969; J. MATER. SCI.; GBR; 1969(7), VOL. 4, NUM. 0007, P. 625 A 633Miscellaneous

THE ONE-DIMENSIONAL CONSOLIDATION OF COLUMNS OF SOIL OF FINITE LENGTHSMILES DE; POULOS HG.1969; AUSTRAL. J. SOIL RES; AUS; 1969(12), VOL. 7, NUM. 0003, P. 285 A 291Miscellaneous

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