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STRUCTURE DU CHAMP DES CONTRAINTES DANS LE FOYER ET PARAMETRES DU FOYER LORS DE L'EXPLOSION DANS UN SOL MOUVASIL'EV YU I; MOLOTOVA LV; SHCHERBO MN et al.1979; IZVEST. AKAD. NAUK S.S.S.R., FIZ. ZEMLI; SUN; DA. 1979; NO 11; PP. 28-38; BIBL. 17 REF.Article

WHATEVER HAPPERED TO THE TIMBERED HEADING.WALLIS S.1982; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1982; VOL. 14; NO 10; PP. 28-29Article

MESURES TO PROTECT BURIED PIPELINES FROM EARTHQUAKES AND SOFT GROUNDNAGAO S; HOOJYO S; IWAMOTO T et al.sdEUROPIPE 82. EUROPEAN CONFERENCE FOR THE CONSTRUCTION AND MAINTENANCE OF PIPELINES/1982/BASEL; GBR; ST ALBANS: ACCESS CONFERENCES; DA. S.D.; PP. 41-55; ABS. FRE/GER; BIBL. 15 REF.Conference Paper

REMBLAIS ROUTIERS SUR SOLS MOUSEVGENEV IE; KAZARNOVSKIJ VD.1982; ; FRA; PARIS; TECHNIQUE ET DOCUMENTATION; DA. 1982; 432 P.; 25 CM; BIBL. 5 P.; L 36140/624.2Book

A METHOD OF ESTIMATING SURFACE SETTLEMENT ABOVE TUNNELS CONSTRUCTED IN SOFT GROUND = METHODE D'ANALYSE DES TASSEMENTS DE SURFACE AU DESSUS DE TUNNELS CONSTRUITS DANS DES SOLS MOUSROWE RK; LO KY; KACK GJ et al.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 11-22; ABS. FRE; BIBL. 16 REF.Article

CORRELATION ENTRE DIVISION DE L'ETAT DU SOL ET STABILISATION DU SOLNAKAZAWA J.1982; ZAIRYO; ISSN 0514-5163; JPN; DA. 1982; VOL. 31; NO 341; PP. 120-124; ABS. ENG; BIBL. 9 REF.Article

ESSAIS COMPARATIFS DE SOLIDIFIANTS VARIES DE SOL MOU ET DE HEDOROKITA D; KUBO H; URUSHIBARA K et al.1982; ZAIRYO; ISSN 0514-5163; JPN; DA. 1982; VOL. 31; NO 341; PP. 176-182; ABS. ENG; BIBL. 3 REF.Article

TYRE FLEXIBILITY AND MOBILITY ON SOFT SOILS = FLEXIBILITE DU PNEU ET MOBILITE SUR DES SOLS MOUSYONG RN; BOONSINSUK P; FATTAH EA et al.1980; J. TERRA MECH.; USA; DA. 1980; VOL. 17; NO 1; PP. 45-58; ABS. FRE/GER; BIBL. 5 REF.Article

AN OVERVIEW OF MECHANICAL TUNNELING MACHINES AND TECHNIQUES FOR SOFT GROUNDMORRELL RJ.1978; S.A.E. TRANS.; USA; DA. 1978 PUBL. 1979; VOL. 87; SECT. 3; PP. 2113-2127; BIBL. 9 REF.Article

Comportement et modélisation d'un remblai sur sols mous renforcé par géotextile = Behavior and modelling of an embankment over soft soils renforced by geotextileQuaresma Alfaro Lopes, Maria Graça; Gourc, Jean-Pierre.1992, 385 p.Thesis

An inclinometer for soft soils = Un inclinomètre pour les sols mousSANTOYO, E; HOLGUIN, E.Field measurements in geomechanics. International symposium. 1984, pp 303-312Conference Paper

IMPROVEMENT OF SETTLEMENT BEHAVIOUR OF SOFT LAYERS BY MEANS OF STONE COLUMNS = AMELIORATION DU COMPORTEMENT AU TASSEMENT DE COUCHES MOLLES A L'AIDE DE COLONNES BALLASTEESVAN IMPE W; DE BEER E.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 1; PP. 309-312; BIBL. 5 REF.; ILL.Conference Paper

A PRACTICAL MODEL FOR SECONDARY COMPRESSION = UN MODELE PRATIQUE DE COMPRESSION SECONDAIREKASUHARA K.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 4; PP. 45-56; BIBL. 21 REF.Article

SYNTHETIC FABRICS FOR REINFORED EMBANKMENTS = L'UTILISATION DE FIBRES TEXTILES SYNTHETIQUES POUR LE RENFORCEMENT DES REMBLAISFOWLER J; HALIBURTON TA.1981; CIVIL. ENG. ASCE; ISSN 0360-0556; USA; DA. 1981; VOL. 51; NO 10; PP. 48-51; 4 P.Article

LES CARACTERISTIQUES MECANIQUES DES SOLS FINS DEDUITES DES ESSAIS D'IDENTIFICATIONHURTADO J.1981; REV. FR. GEOTECH.; ISSN 0181-0529; FRA; DA. 1981; NO 14; PP. 70-71; ABS. ENGArticle

TASSEMENT DES REMBLAIS SUR SOLS MOUSPERLOFF MWH.1972; COMMUNIC. LAB. GEOTECH., EC. POLYTECH. FEDER. LAUSANNE; SUISSE; DA. 1972; NO 32; PP. 8-10; BIBL. 11 REF.; (REMBLAIS SOLS MAUVAISE QUALITE. SYMP.; LAUSANNE; 1971). RESUMESerial Issue

EFFECTS OF CONSOLIDATION ON PERMEABILITY MEASUREMENTS FOR SOFT CLAY = EFFETS DE LA CONSOLIDATION SUR LA MESURE DE PERMEABILITE D'ARGILE MOLLEPANE V; CROCE P; ZNIDARCIC D et al.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 33; NO 1; PP. 67-72; BIBL. 7 REF.Article

RELATIONSHIPS OF CONSISTENCY LIMITS AND ACTIVITY TO SOME PHYSICAL AND CHEMICAL PROPERTIES OF ARIAKE MARINE CLAYSOHTSUBO M; TAKAYAMA M; EGASHIRA K et al.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 38-46; BIBL. 24 REF.Article

DETERMINATION OF IN-SITU UNDRAINED STRENGTH OF SOFT CLAY DEPOSITS = DETERMINATION DE LA RESISTANCE NON DRAINE DE DEPOTS D'ARGILE MOLLEHANZAWA H; KISHIDA T.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 1-14; BIBL. 13 REF.Article

STRUCTURAL DESIGN MODELS FOR TUNNELS IN SOFT SOIL IN USE AT PRESENT IN DIFFERENT COUNTRIES = MODELES DE CONCEPTION DE LA STRUCTURE DE TUNNELS DANS UN SOL MOU POUR DIFFERENTS PAYSDUDDECK H.1982; WEAK ROCK-SOFT, FRACTURED AND WEATHERED ROCK. INTERNATIONAL SYMPOSIUM ON WEAK ROCK/1981-09-21/TOKYO; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 1465-1470; BIBL. 7 REF.Conference Paper

ROCK SOCKETS IN SOFT ROCK = PAROIS-CAISSONS DANS DES ROCHERS TENDRESGLOS GH; BRIGGS OH.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 4; PP. 525-535; ABS. ENG; BIBL. 21 REF.Article

A SIMPLIFIED PROCEDURE FOR PROBABILITY-BASED OEU=0 STABILITY ANALYSIS = PROCEDE SIMPLIFIE POUR UNE ANALYSE DE LA STABILITE OEU=0 BASE SUR LA PROBABILITEASAOKA A; MATSUO M.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 8-18; BIBL. 24 REF.Article

SPATIAL VARIABILITY OF THE UNDRAINED STRENGTH OF CLAYS = VARIABILITE SPATIALE DE LA RESISTANCE DES ARGILES NON DRAINEESASAOKA A; GRIVAS DA.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 5; PP. 743-756; BIBL. 17 REF.Article

FOUNDATION PROBLEM OF A NAVIGATION LOCK = PROBLEME DE FONDATION D'UN SAS DE NAVIGATIONSHAMSHER PRAKASH; RAO ASR.1979; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1979; VOL. 60; NO 3; PP. 134-137Article

Soft ground: not easy ground for TBM = Un sol mou, difficile pour le tunnelierOATMAN, M; LARSON, A; PERRONE, V et al.Civil engineering (New York, NY. 1983). 1995, Vol 65, Num 2, pp 70-71, issn 0885-7024Article

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