ETUDES SUR MODELES DE LA COOPERATION DE PIEUX ADJACENTS CHARGES HORIZONTALEMENT ET SITUES A LA CRETE D'UNE PENTEKRATENA J; KYSELA Z; BARTOS F et al.1976; STAVEB. CAS.; CESKOSL.; DA. 1976; VOL. 24; NO 1; PP. 44-52; ABS. RUSSE ANGL.; BIBL. 1 REF.Article

SOME SLOPE STABILITY PROBLEMS IN SOILS DERIVED FROM THE ECCA SHALES OF NATAL, SOUTH AFRICAMAURENBRECHER PM; BOOTH AR.1975; ENGNG GEOL.; NETHERL.; DA. 1975; VOL. 9; NO 2; PP. 99-121; BIBL. 17 REF.Article

GEOLOGICAL AND GEOMORPHOLOGICAL CONTROLS OF LANDSLIDES IN OTTAWA VALLEY, ONTARIO.FRANSHAM PB; GADD NR.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. V.1-V.11; ABS. FR.; BIBL. 9 REF.Conference Paper

ENGINEERING PEDOLOGY AND ITS APPLICATION TO SLOPE STABILITY PROBLEMS IN BRITISH COLUMBIA.WILSON G.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. V.12-V.37; ABS. FR.; BIBL. 1 P. 1/2Conference Paper

ROLE OF THE GEOTECHNICAL ENGINEER IN SLOPE MANAGEMENT.MIRZA C.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. V.38-V.51; ABS. FR.; BIBL. 1 P. 1/2Conference Paper

CONTRIBUTION A L'ETUDE DE LA FORCE PORTANTE DES FONDATIONS SUPERFICIELLES (SUR SOL BICOUCHE ET SOL EN PENTE)ABDELJABBAR JAZOULI.1974; ; S.L.; DA. 1974; PP. (186 P.); BIBL. DISSEM.; (THESE DOCT. SPEC., 3EME CYCLE MEC. SOLIDES; UNIV. SCI. MED. GRENOBLE)Thesis

SOME ASPECTS OF NATURAL SLOPE STABILITY IN SILT DEPOSITS NEAR KAMLOOPS, BRITISH COLUMBIA.EVANS SG; BUCHANAN RG.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. IV.1-IV.32; ABS. FR.; BIBL. 1 P. 1/2Conference Paper

APPLICATION OF WAVINESS OF STRUCTURAL DISCONTINUITIES TO ROCK SLOPE DESIGN.MARTIN DC; PITEAU DR.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. VIII.1-VIII.17; ABS. FR.; BIBL. 1 REF.Conference Paper

APPLICATION OF RISK ANALYSIS TO PREDICTION OF SLOPE INSTABILITY.YONG RN; ALONSO E; FRANSHAM PB et al.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. XII.1-XII.33; ABS. FR.; BIBL. 5 REF.Conference Paper

SOME FOUNDATION STABILITY PROBLEMS OF THE RAILWAY BRIDGE OVER THE MALA RIJEKA.RADOSAVLJEVIC Z; MARKOVIC O.1977; ROCK MECH.; AUSTR.; DA. 1977; VOL. 9; NO 1; PP. 55-64; ABS. ALLEM. FR.; BIBL. 3 REF.Article

HORIZONTAL DRAINS IN HOMOGENEOUS SLOPES.KENNEY TC; PAZIN M; CHOI WS et al.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. VI.1-VI.15; ABS. FR.; BIBL. 9 REF.Conference Paper

STABILITY OF NATURAL SLOPES OF CHAMPLAIN SEA CLAY IN THE OTTAWA-HULL REGION.SCOTT JD; SHIELDS DH; BAUER GE et al.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. XI.23-XI.36; ABS. FR.; BIBL. 9 REF.Conference Paper

EARTHWORK AND CONSTRUCTION MACHINERY INCLUDING THE USE OF LOCAL MATERIALS.sdIN: INT. ROAD FED. WORLD MEET. 8; TOKYO; 1977; S.L.; DA. S.D.; PP. 89-131; ABS. FR. JAP. ANGL.; BIBL. DISSEM.Conference Paper

BLUFF EROSION AND INSTABILITY ALONG THE NORTH SHORE OF WESTERN LAKE ERIE.KILGOUR J; MELOCHE LJ; LALONDE FG et al.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. II.28-II.66; ABS. FR.Conference Paper

ANALYSE DU TASSEMENT DE BATIMENT FONDE SUR UN SOL EN PENTEKYSELA Z; KRATENA J.1977; INZ. STAVLY; CESKOSL.; DA. 1977; VOL. 25; NO 4; PP. 137-139; ABS. RUSSE ANGL. ALLEM.; BIBL. 7 REF.; 1 ILL.Article

ANALYSIS OF THE PORE PRESSURE CHANGES FOLLOWING THE EXCAVATION OF A SLOPEEIGENBROD KD.1975; REV. CANAD. GEOTECH.; CANADA; DA. 1975; VOL. 12; NO 3; PP. 429-440; ABS. FR.; BIBL. 22REF.; 9 ILL.Article

FELSABTRAG UEBER TAG-BEISPIELE AUS DER SCHWEIZ = EXCAVATION DE ROCHE A CIEL OUVERT. EXEMPLES DE LA SUISSEGROB H.1974; ROCK MECH.; AUSTR.; DA. 1974; VOL. 6; NO 1; PP. 3-13; ABS. ANGL. FRArticle

ETUDE EN VRAIE GRANDEUR DE VERSANTS NATURELS INSTABLES.BLONDEAU F; PERROT A; PILOT G et al.1977; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1977; NO SPEC. 6F; PP. 65-69; BIBL. 7 REF.; 6 ILL.Article

CONTRIBUTION A LA DETERMINATION DE LA ZONE DE SECURITE AU PIED D'UN VERSANT QUI EST AFFECTE PAR UN EBOULEMENTIRIMICIUC N; SILION T.1977; BUL. INST. POLITEH. IASI, 5; ROMAN.; DA. 1977; VOL. 23; NO 1-2; PP. 29-36; ABS. ALLEM.; BIBL. 4 REF.; 2 ILL.Article

STABILITE DES PENTES.PILOT G.1975; PARIS; TECH. ING.; DA. 1975; VOL. C254; PP. 1-11; BIBL. 12 REF.; (CONSTR. C71)Miscellaneous

FISSURE PATTERNS AND SLOPE FAILURES IN TILL AT HURLFORD, AYRSHIRE.MCGOWN A; SALDIVAR SALI A; RADWAN AM et al.1974; QUART. J. ENGNG GEOL.; G.B.; DA. 1974; VOL. 7; NO 1; PP. 1-26; BIBL. 31 REF.; 16 ILL.Article

SLOPE CONSOLIDATION BY HORIZONTAL DRAINS MADE BY VIBRATORY BORING. = CONSOLIDATION DES PENTES PAR DES DRAINS HORIZONTAUX CONSTRUITS PAR FORAGE VIBRANTPAUNESCU M.1973; BUL. STI. TEH. INST. POLITEH. "TRAIAN VUIA" TIMISOARA, CONSTR.; ROMAN.; DA. 1973; VOL. 18; NO 1; PP. 91-97; ABS. ROUM. RUSSE; BIBL. 5 REF.Article

TERRESTRIAL PHOTOGRAMMETRIC SURVEYS OF UNSTABLE TERRAIN IN COLOMBIA.HEATH W; PARSLEY LL; DOWLING JWF et al.1978; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1978; NO 816; PP. 1-39; BIBL. 7 REF.Serial Issue

SECURITE DES OUVRAGES EN SITES INSTABLES1976; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1976; SPEC. 2; PP. 149-174; ABS. ANGL. ALLEM. ESP. RUSSE; BIBL. DISSEM.; 18 ILL.Article