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INVESTIGATIONS OF VEGETATION FOR STABILIZING ERODING STREAMBANKSBOWIE AJ.1982; TRANS. ASAE; USA; DA. 1982; VOL. 25; NO 6; PP. 1601-1616; 7 P.; BIBL. 10 REF.Article

BRUCHWAHRSCHEINLICHKEITEN DES BODENS UND DER BOESCHUNGEN-BEISPIELE ZUR BOESCHUNGSSTABILITAET UND BODENTRAGFAEHIGKEIT = PROBABILITE DE FRACTURE DU SOL ET DES TALUS. EXEMPLES DE STABILITE DE TALUS ET DE PORTANCE DU SOLBIERNATOWSKI K.1983; NEUE BERGBAUTECH; ISSN 0047-9403; DDR; DA. 1983; VOL. 13; NO 3; PP. 132-136; BIBL. 14 REF.Article

SPECIMEN SIZE EFFECT IN SIMPLE SHEAR TESTVUCETIC M; LACASSE S.1982; J. GEOTECH. ENG. DIV.; USA; DA. 1982; VOL. 108; NO 12; PP. 1567-1585; BIBL. 19 REF.Article

SIMPLIFIED THREE-DIMENSIONAL ANALYSIS OF SLOPE STABILITY = ANALYSE TRI-DIMENSIONNELLE SIMPLIFIEE DE LA STABILITE DES VERSANTSHERZOG MAM.1982; JOURNAL OF THE INSTITUTION OF ENGINEERS. INDIA. CIVIL ENGINEERING DIVISION; ISSN 0373-1995; IND; DA. 1982; VOL. 63; NO 3; PP. 127-130; BIBL. 13 REF.Article

SLOPE STABILITY ANALYSIS OF RIVERBANKS = CALCUL DE STABILITE DES PENTES DE RIVES OU BERGESCHUGH AK.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 2; PP. 335-343; BIBL. 12 REF.Article

THE FINITE ELEMENT ANALYSIS OF MINE SPOIL SLOPES USING SLIP ELEMENTS TO SIMULATE STRAIN SOFTENING YIELD BEHAVIOUR = ANALYSE PAR LA METHODE DES ELEMENTS FINIS DE TALUS DES DELAIS MINIERS EN UTILISANT DES ELEMENTS DE GLISSEMENT POUR SIMULER LE COMPORTEMENT EN DEFORMATIONRICHARDS BG.1982; TRANS. INST. ENG. AUST., CIV. ENG.; ISSN 0159-2068; AUS; DA. 1982; VOL. 24; NO 1; PP. 69-76; BIBL. 12 REF.Article

A CRITICAL ANALYSIS OF SOME VARIATIONAL METHODS IN SLOPE STABILITY ANALYSIS = ANALYSE CRITIQUE DE QUELQUES METHODES VARIATIONNELLES UTILISEES DANS L'ANALYSE DE LA STABILITE DES TALUSCASTILLO E; LUCENO A.1982; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1982; VOL. 6; NO 2; PP. 195-209; BIBL. 25 REF.Article

ETUDE DE LA STABILITE DES DIGUES A TALUSFEUILLET J; SABATON M.1981; BULL. DIR. ETUD. RECH., SER. A NUCL. HYDRAUL. THERM.; ISSN 0013-449X; FRA; DA. 1981; NO 2; PP. 79-85; ABS. ENG; BIBL. 8 REF.Article

A simple approach to slope stability = Approche simplifiée de la stabilité des pentesGREENWOOD, J. R.Ground engineering. 1983, Vol 16, Num 4, pp 45-48, issn 0017-4653Article

Slopes and slope processes = Versants et processus concernant les versantsBURT, T. P.Progress in physical geography. 1984, Vol 8, Num 4, pp 570-582, issn 0309-1333Article

ROCK SLOPE STABILITY AT THE MARQUESADO MINE = STABILITE DES TALUS ROCHEUX DE LA MINE "MARQUESADO"PORTILLO E; ROMANA M.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 1; PP. C5-C10; ABS. FRE/GER; BIBL. 8 REF.; 1 TAB. ; TABL./ESQUISSE GEOL./ILL.Conference Paper

THREE-DIMENSIONAL LIMIT EQUILIBRIUM ANALYSIS OF SLOPES = ANALYSE TRI-DIMENSIONNELLE DE LA STABILITE DES PENTES PAR L'EQUILIBRE LIMITECHEN RH; CHAMEAU JL.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 33; NO 1; PP. 31-40; ABS. FRE; BIBL. 15 REF.Article

PROBABILISTIC MODEL OF PROGRESSIVE FAILURE OF SLOPES = MODELE PROBABILISTE DE LA RUPTURE PROGRESSIVE DES TALUSCHOWDHURY RN; GRIVAS DA.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 6; PP. 803-819; BIBL. 37 REF.Article

A COMMENT ON THE ROLE OF STABILITY ANALYSIS IN THE INTERPRETATION OF THE EVOLUTION OF THRESHOLD SLOPES = UN COMMENTAIRE SUR LE ROLE DE L'ANALYSE DE STABILITE DANS L'INTERPRETATION DE L'EVOLUTION DES SEUILS DE PENTEDUNKERLEY DL.1982; TRANS.-INST. BR. GEOGR.; ISSN 0020-2754; GBR; DA. 1982; VOL. 7; NO 2; PP. 233-235; BIBL. 4 REF.Article

DESIGN METHOD FOR STABILIZING PILES AGAINST LANDSLIDE: ONE ROW OF PILES = UNE METHODE D'ETUDE POUR STABILISER LES PIEUX CONTRE LES GLISSEMENTS DE TERRAIN: UNE RANGEE DE PIEUXITO J; MATSUI T; WON PYO HONG et al.1981; SOILS FOUND; ISSN 0038-0806; JPN; DA. 1981; VOL. 21; NO 1; PP. 21-37; BIBL. 9 REF.; 1 TAB. ; ILL./TABL.Article

PORE WATER PRESSURE IN NATURAL SLOPES = PRESSION D'EAU INTERSTITIELLE DANS LES VERSANTS NATURELSCHUGH AK.1981; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 4; PP. 449-454; BIBL. 3 REF.; ILL.Article

PROGNOZ OPOLZNEVYKH SMESHCHENIY VO VREMENI = PREDICTING CREEP MOVEMENT IN TIME = PREVISION DANS LE TEMPS DES MOUVEMENTS DE FLUAGEKYUNTTSEL' VV; SHEKO AI; MAKSIMOV MM et al.1981; SOVREMENNYYE METODY PROGNOZA OPOLZNEVOGO PROTSESSA; SUN; MOSCOW:IZD. NAUKA; DA. 1981; PP. 69-95; 1 TAB. ; ILL.Book Chapter

ANALYSIS OF STRESSES IN SEISMICALLY INDUCED SHALLOW SLOPE FAILURES = ANALYSES DES CONTRAINTES DANS DES RUPTURES DE PENTE PEU PROFONDES INDUITES SEISMIQUEMENTVALLEJO LUIS E; PESZEK LAWRENCE M; PRAKASH SHAMSHER ED et al.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. I; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 551-556; BIBL. 12 REF.; ILL.Conference Paper

PROGNOZIRANE NA USTOJCHIVOSTTA NA VISOKIYA DUNAVSKI BRYAG = ETUDE DE LA STABILITE DE LA COTE DU DANUBEDEMIREV A; ILIEVA L; ANGELOV K et al.1980; GODISNIK NA VISSIJA MINNO-GEOLOZKI INSTITUT-SOFIJA; ISSN 0367-5467; BGR; DA. 1980-1981; VOL. 27; NO 2; PP. 295-305; ABS. RUS/ENG; BIBL. 5 REF.; 2 TAB. ; TABL./ILL.Conference Paper

A NEW APPROACH TO THE STABILITY ANALYSIS OF THAWING SLOPES = NOUVELLE APPROCHE DE LA STABILITE DES PENTES EN PERIODE DE DEGELVALLEJO LE.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 607-612; ABS. FRE; BIBL. 27 REF.; 2 TAB. ; ILL./TABL.Article

PRINCIPAL GEOLOGICAL MODELS OF DEFORMATION AND FAILURE OF ROCK SLOPES IN CHINA = PRINCIPAUX MODELES GEOLOGIQUES DE LA DEFORMATION ET DE LA RUPTURE DES TALUS ROCHEUX EN CHINESUN YUKE; YAO BAOKUI.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 1; PP. C39-C41; ABS. FRE/GER; BIBL. 1 REF.; 1 TAB. ; TABL./ILL.Conference Paper

THE DEVELOPMENT OF CENTRIFUGAL MODELS TO STUDY THE INFLUENCE OF UPLIFT PRESSURES ON THE STABILITY OF A FLOOD BANK = DEVELOPPEMENT DE MODELES CENTRIFUGES POUR ETUDIER L'INFLUENCE DE SOUS-PRESSIONS SUR LA STABILITE D'UNE BERGE IMMERGEEPADFIELD CJ; SCHOFIELD AN.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 33; NO 1; PP. 57-66; ABS. FRE; BIBL. 14 REF.Article

EXPLOITATIONS DE SURFACE AU-DESSUS D'EXPLOITATIONS SOUTERRAINES - PROBLEMES D'INTERACTIONARCAMONE J; POIROT R.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 2; PP. E115-E118; ABS. ENG/GER; BIBL. 11 REF.; ILL.Conference Paper

A TOPPING FAILURE COMPUTATION METHOD USING OPTIONALLY NON-LINEAR INTRINSIC RESISTANCE = UNE METHODE POUR LE CALCUL DE STABILITE DES BLOCS INCORPORANT FACULTATIVEMENT L'EMPLOI D'UN MODELE DE RESISTANCE INTRINSEQUE NON-LINEAIREDEL CORRAL JM; BOLLO MF; HACAR F et al.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 1; PP. C129-C132; ABS. FRE/GER; BIBL. 9 REF.; ILL.Conference Paper

SLOPE STABILITY ANALYSIS FOR EARTHQUAKES = ANALYSE DE LA STABILITE D'UNE PENTE LORS DE SEISMESCHUGH AK.1982; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1982; VOL. 6; NO 3; PP. 307-322; BIBL. 13 REF.Article

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