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BETRIEBSMITTEL FUER LOCKER- UND FESTGESTEINTAGEBAUE = MOYENS DE PRODUCTION POUR LES EXPLOITATIONS A CIEL OUVERT DE ROCHES MEUBLES OU COHERENTESTUSCHHOFF H.1981; BRAUNKOHLE (DUESSELD., 1972); ISSN 0341-1060; DEU; DA. 1981; VOL. 33; NO 12; PP. 427-433; ABS. ENG; BIBL. 8 REF.; 2 TAB. ; TABL./ILL.Article

ZUM PROBLEM DER ERMITTLUNG MASSGEBENDER SPANNUNGS-VERFORMUNGS-PARAMETER UEBERKONSOLIDIERTER LOCKERGESTEINE. = DETERMINATION PRECISE DES PARAMETRES CONTRAINTE-DEFORMATION DES SOLS COHESIFS CONSOLIDESFORSTER W; FISCHER P.1977; NEUE BERGBAUTECH.; DTSCH.; DA. 1977; VOL. 7; NO 2; PP. 81-86; ABS. RUSSE ANGL.; BIBL. 8 REF.; 9 ILL.Article

ESTIMATION D'UNE METHODE DE COMPACTAGE ET DE COMPRESSION D'UN SOL COHESIF.WYSOKINSKI L.1972; PRZEGL. GEOL.; POL; 1972, VOL. 20, NUM. 0002, P. 85 A 89Miscellaneous

ANALISIS DEL EMPUJE DE TIERRA PARA TODO TIPO DE SUELOS CON PLANOS DE FALLA LINEALES. = RESISTANCE MECANIQUE POUR TOUS LES TYPES DE SOLS AVEC DES PLANS DE FAILLES LINEAIRES.BOEELLING WH.1970; GEOMINAS; VEN; 1970, NUM. 0006, P. 17 A 37Miscellaneous

REPRESENTATIVITE DE L'ECHANTILLONNAGE PAR RAINURAGE D'APRES L'EXEMPLE DES MINERAIS DU GISEMENT D'AGARAK (RESUME).MKRTCHJAN GA.1969; IZVEST. AKAD. NAUK ARM. S.S.R., NAUKI ZEMLE; SUN; 1969(6), VOL. 22, NUM. 0003Miscellaneous

PLAE PLASTICS FAILURE IN COHESIONLESS SOILS.GRAHAM J.1968; GEOTECHNIQUE; GBR; 1968(9), VOL. 18, NUM. 0003, P. 301 A 316Miscellaneous

USKORENNYJ SPOSOB RASCHETA STSEPLENIYA I UGLA VNUTRENNEGO TRENIYA GORNYKH POROD = METHODE RAPIDE DE CALCUL DE LA COHESION ET L'ANGLE DE FROTTEMENT INTERNE DES ROCHESARONZON M EH; EGORUSHKIN SM; BUCHKIN MN et al.1983; RAZVEDKA I OHRANA NEDR; ISSN 0034-026X; SUN; DA. 1983; NO 3; PP. 45-47; BIBL. 2 REF.Article

STRUTTURA E FRAMMENTAZIONE DEI METEOROIDI.VERNIANI F.1969; ASSOC.GEOFIS.ITAL.-ATTI; ITA; 1969(10), VOL. 18, NUM. 001 , P. 42 A 43Miscellaneous

HARDNESS OF THE SEA FLOOR IN NEARSHORE WATERS.GORDON RB.1972; J. GEOPHYS. RES.; USA; 1972, VOL. 77, NUM. 0018, P. 3287 A 3293Miscellaneous

ROLE OF COHESIVE STRENGTH IN THE MECHANICS OF OVERTHRUST FAULTING AND OF LANDSLIDING : DISCUSSION.HUGHES CJ.1970; GEOL. SOC. AMER., BULL.; USA; 1970(2), VOL. 81, NUM. 0002, P. 607 A 608Miscellaneous

UNDRAINED STRENGTH CHARACTERISTICS OF COHESIONLESS SOILS.SEED HB; LEE KL.1967; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1967(11), VOL. 93, NUM. 0006, P. 333 A 360Miscellaneous

SHAPE AND NATURE OF SMALL SEDIMENTARY QUARTZ PARTICLESKRINSLEY DH; SMALLEY IJ.1973; SCIENCE; U.S.A. ; 1973, VOL. 180, NUM. 4092, P. 1277 A 1279Serial Issue

ETUDE AU LABORATOIRE DES FACTEURS DE LA PERMEABILITE ELECTRO-OSMOTIQUE D'UN SOL COHESIFSKARZINSKA K; BURDA H.1972; GOSPOD. WODNA; POLSKA ; 1972, VOL. 32, NUM. 0010-0011, P. 386 A 389Serial Issue

UNDRAINED STRENGTH CHARACTERISTICS OF COHESIONLESS SOILS BY SEED.H.B.,LEE.K.L. (DISCUSSION).LADANYI B.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(1), VOL. 95, P. 392 A 397Miscellaneous

UNDRAINED STRENGTH CHARACTERISTICS OF COHESIONLESS SOILS.SEED HB; LEE KL.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(9), VOL. 95, NUM. 0005Miscellaneous

PENETRATION TESTS ON COHESIVE SOILS IN NORTHERN ITALY = ESSAIS DE PENETRATION SUR DES SOLS COHERENTS DANS L'ITALIE DU NORDCANCELLI A.1983; RECONNAISSANCE DES SOLS ET DES ROCHES PAR ESSAIS EN PLACE. SYMPOSIUM INTERNATIONAL/1983-05-18/PARIS; FRA; PARIS: AIGI/IAEG; DA. 1983; VOL. 2; PP. 241-245; ABS. FRE; BIBL. 15 REF.; ILL.Conference Paper

MECHANICAL BEHAVIOR OF COHESIVE SOIL UNDER REPEATED LOADING; SUPPLEMENTARY RESULTSAKAI KOICHI; OHNISHI YUZO; YAMANAKA YOSHIYUKI et al.1982; PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. III; USA; ROLLA, MO:UNIV. MO.; DA. 1982-01-03; PP. 905-907; ILL.Conference Paper

MODEL TEST AND ANALYSIS OF NEGATIVE FRICTION ACTING ON PILES = MODELE DE TEST ET ANALYSE DE L'ACTION DES FROTTEMENTS NEGATIFS SUR LES PIEUXSHIBATA T; SEKIGUCHI H; YUKITOMO H et al.1982; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 29-39; BIBL. 1 P.; 5 TAB. ; ILL./TABL.Article

THE STATISTICAL ANALYSIS OF CERTAIN FACTORS INFLUENCING CONE RESISTANCE DURING STATIC SOUNDING OF COHESIVE SOILS = ANALYSE STATISTIQUE DE CERTAINS FACTEURS INFLUENCANT LA RESISTANCE DU CONE DURANT EN SONDAGE STATIQUE DE SOLS COHESIFSSANGLERAT G; M NONLYNAREK Z; SANGLERAT TRA et al.1982; PENETRATION TESTING. ESOPT 2. EUROPEAN SYMPOSIUM ON PENETRATION TESTING. 2/1982-05-24/AMSTERDAM; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 827-834; BIBL. 12 REF.; 4 TAB. ; TABL./ILL.Conference Paper

DYNAMIC STRENGTH OF SATURATED COHESIVE SOIL.OGAWA S; SHIBAYA T; YAMAGUCHI H et al.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 2; PP. 317-320; BIBL. 7 REF.; 6 ILL.Conference Paper

EXPERIMENTAL STUDY OF THE BEHAVIOR OF COHESIONLESS SOIL DURING STRESS REVERSALS.SUTJA BOONYACHUT.1977; DISSERT. ABSTR. INTERNATION., B; U.S.A.; DA. 1977; VOL. 37; NO 12; PP. 6275B; RESUMEArticle

END EFFECTS ON STABILITY OF COHESIVE SLOPES.BALIGH MM; AZZOUZ AS.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0011, P. 1105 A 1117Serial Issue

PERMEABILITY OF COHESIONLESS SOILS.AMER AM; AWAD AA.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG; U.S.A.; 1974, VOL. 100, NUM. 0012, P. 1309 A 1316Serial Issue

RELAXATION AND CREEP EFFECTS IN FLEXIBLE RETAINING STRUCTURES.SOVINC I.1974; ACTA GEOTECH.; YOUGOSL.; 1974, NUM. 0048-0050, P. 208 A 213Serial Issue

EFFECTS OF SEISMIC AND SUBSOIL CONDITIONS ON EARTHQUAKE RESPONSE SPECTRA.KURIBAYASHI E; IWASAKI T; IIDA Y TUJI K et al.1974; IN: PROC. 5TH WORLD CONF. EARTHQUAKE ENG.; ROME; 1974; ROME EDIGRAF; 1974, VOL. 1, P. 668 A 671Miscellaneous

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