Towards a general model of quick clay development. Discussion and reply = En vue d'un modèle général de l'évolution de l'argile sensible. Discussion et réponseSMALLEY, I. J; FORDHAM, C. J; CALLANDER, P. F et al.Sedimentology. 1984, Vol 31, Num 4, pp 595-598, issn 0037-0746Article

ROCHES ARGILEUSES INSTABLES AU COURS DU FORAGERUDENCU A.1978; ; FRA; DA. 1978; 7 P.;[PET. SI GAZE; ROM; DA. 1979; VOL. 20; NO 4; PP. 269-275]Miscellaneous

THE BELLOW-HOSE SETTLEMENT GAUGE = TASSOMETRE A TUBE COMPRESSIBLEBOZOZUK M; FELLENIUS BH.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 1; PP. 233-235; ABS. FRE; BIBL. 2 REF.Article

TREATMENT OF EXPANSIVE SOILS.THOMPSON MR.1976; GEOL. SOC. AMER., ABSTR. PROGRAMS; U.S.A.; DA. 1976; VOL. 8; NO 6; PP. 1138Conference Paper

STABILITY OF NATURAL SLOPES IN QUICK CLAYS = STABILITE DE PENTES NATURELLES DANS L'ARGILE TRES SENSIBLEAAS G.1981; PUBL.-NOR. GEOTECH. INST.; ISSN 0078-1193; NOR; DA. 1981; NO 135; 8 P.; BIBL. 8 REF.Conference Paper

KVIKKLEIRESKREDET I RISSA = GLISSEMENT DE L'ARGILE TRES SENSIBLE A RISSA, NORVEGE AVRIL 1978GREGERSEN O.1980; PUBL.-NOR. GEOTEK. INST.; ISSN 0078-1193; NOR; DA. 1980; NO 132; PP. 31-42; ABS. ENG; BIBL. 5 REF.Article

L'ENIGME ONEREUSE DU GENIE CIVIL, LES ARGILES SENSIBLES.BISSON D.1975; SCI. DIMENSION; CAN; MEME DOC. ANGL,1975, VOL. 7, NUM. 0002, P. 10 A 15Serial Issue

QUICKCLAYS AS PRODUCTS OF GLACIAL ACTION: A NEW APPROACH TO THEIR NATURE, GEOLOGY, DISTRIBUTION AND GEOTECHNICAL PROPERTIES, A SHORT COMMENT.MOON CF.1973; ENGNG GEOL.; NLD; 1973, VOL. 7, NUM. 0004, P. 359 A 361Serial Issue

Landvallen in loopkleien = Glissements de terrains dans les argiles fluantes = Landslides in quick claysDE BEER, E; VAN IMPE, W.Annales des travaux publics de Belgique. 1984, Num 1, pp 7-45, issn 0373-0891Article

Underconsolidated sensitive clay in the Lisan formation, Sedom southern Dead Sea basin = L'argile sensible sous consolidée de la formation Lisan, bassin de Sedom au Sud de la Mer Morte (Israël)ARKIN, Y.Conference on mineral engineering. 5. 1980, pp 6-15Conference Paper

Block sampling of sensitive clays = Echantillonnage par bloc des argiles sensiblesLACASSE, S; BERRE, T; LEFEBVRE, G et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 887-892Conference Paper

IN SITU TESTING OF SENSITIVE SOILS = ESSAIS EN PLACE DANS DES SOLS SENSIBLESMORRIS DV.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. 359-362; ABS. FRE; ILL.Conference Paper

CLAY MINERALOGY APPLIED TO MECHANICS OF LANDSLIDES.ROSENQVIST IT.1975; GEOL. APPL. IDROGEOL.; ITAL.; DA. 1975; VOL. 10; NO 2; PP. 21-31; ABS. ITAL.; BIBL. 18 REF.; 7 ILL.; (MINERAL. ARGILLE, MEC. TERRENI. APPL. STUD. FRANE. ATTI CONV. INT.; PAVIA; 1975)Conference Paper

YIELDING AND PLASTIC FLOW OF SENSITIVE CEMENTED CLAY.1975; GEOTECHNIQUE; G.B.; 1975, VOL. 25, NUM. 0004, P. 763 A 782Serial Issue

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

L'ANISOTROPIE EN PLACE D'UNE ARGILE SENSIBLE DU QUEBEC = THE IN SITU ANISOTROPY OF A SENSITIVE CANADIAN CLAYSILVESTRI V; AUBERTIN M.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. 391-395; ABS. ENG; BIBL. 9 REF.; ILL.Conference Paper

A NEW METHOD OF SAMPLING IN SENSITIVE CLAY = NOUVELLE METHODE D'ECHANTILLONNAGE DANS DES ARGILES SENSIBLESLEFEBVRE G; POULIN C.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 1; PP. 226-233; ABS. FRE; BIBL. 6 REF.; 8 ILL.Article

ENGINEERING CHARACTERISTICS OF EXPANSIVE SOILS.KRAZYNSKI LM.1976; GEOL. SOC. AMER., ABSTR. PROGRAMS; U.S.A.; DA. 1976; VOL. 8; NO 6; PP. 963Conference Paper

A CASE HISTORY OF EXPANSIVE CLAYSTONE DAMAGE.MEEHAN RL; DUKES MT; SHIRES PO et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0009, P. 933 A 948Serial Issue

ORGANIC MATTER IN SWEDISH CLAYS AND ITS IMPORTANCE FOR QUICK CLAY FORMATION.SOEDERBLOM R.1974; SWED. GEOTECH. INST., PROC.; SWE; 1974, NUM. 0026, P. 1 A 89Serial Issue

A SETTLEMENT CRACKING CASE STUDY OF AN INDUSTRIAL BUILDING FOUNDED ON SOFT CLAY.MOHAMED EL SOHBY A.sdIN: COMPORTEMENT SERV. OUVRAGES BETON. COLLOQ. INTER. ASSOC. RAPP. PRELIM., LIEGE, 1975; S.L.; , P. 623 A 631Miscellaneous

STABILIZATION OF SENSITIVE CLAYS WITH HYDROXY-ALUMINIUM COMPARED WITH UNSLAKED LIME = STABILISATION D'ARGILES SENSIBLES PAR DE L'HYDROXY-ALUMINIUM COMPAREE A CELLE PAR LA CHAUX VIVEBRYHN OR; LOKEN T; AAS G et al.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 2; PP. 885-896; BIBL. 14 REF.; 5 TAB. ; ILL./TABL.Conference Paper

EFECTO DE LA DIFUSION DE SALES POTESICAS EN LA RESISTENCIA DE UNA ARCILLA MARINA = INFLUENCE DE LA DIFFUSION DE SELS POTASSIQUES SUR LA RESISTANCE D'UNE ARGILE MARINEMATEOS M.1982; REV. OBRAS PUBL.; ISSN 546569; ESP; DA. 1982; VOL. 12; NO 3206; PP. 607-610; BIBL. 10 REF.; 3 TAB. ; ILL./TABL.Article

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