kw.\*:("SETTLEMENT")
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ANALYSE DES PHENOMENES DE TASSEMENT DES SOLSGUERIF J.1983; PERSPECT. AGRIC.; FRA; DA. 1983; NO 66; PP. 27-33; BIBL. 4 REF.Article
TOLERABLE SETTLEMENT OF BUILDINGS = CRITERES DE TOLERANCE DU TASSEMENT DES BATIMENTSWANLS HE.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO GT11; PP. 1489-1504; BIBL. 12 REF.Article
SERVICEABILITY FAILURES DUE TO STRUCTURAL MOVEMENTS = RUPTURES EN SERVICE DUES A DES MOUVEMENTS DE LA STRUCTUREDOWNEY E; MACLEOD IA.1982; J. TECH. COUNC. ASCE; ISSN 0148-9909; USA; DA. 1982; VOL. 108; NO 1; PP. 1-9Article
ABSORBER JUSQU'A 2 M DE TASSEMENT DU SOL SANS BRONCHER!1983; CAH. TECH. BATIM.; ISSN 0241-6794; FRA; DA. 1983; NO 53; PP. 41-43Article
SOIL-STRUCTURE INTERACTION ANALYSIS FOR DIFFERENTIAL SETTLEMENT OF CONTINUOUS FOUNDATIONS = ANALYSE DE L'INTERACTION SOL STRUCTURE POUR UN TASSEMENT DIFFERENTIEL DE FONDATIONS CONTINUESPURKAYASTHA RD; SOM P.1982; JOURNAL OF THE INSTITUTION OF ENGINEERS. INDIA. CIVIL ENGINEERING DIVISION; ISSN 0373-1995; IND; DA. 1982; VOL. 63; NO 2; PP. 56-60; BIBL. 14 REF.Article
AN EXPERIMENTAL STUDY ON SOIL COMPACTION WITH MODELS OF VIBRATORY ROLLERSYOSHIDA I.1982; J. FAC. AGRIC., TOTTORI UNIV.; JPN; DA. 1982; VOL. 17; PP. 46-56; BIBL. 3 REF.Article
LINIOWY MODEL MATEMATYCZNY JAKO FORMA OPISU OBNIZEN W STANIE NIEUSTALONYM = MODELE MATHEMATIQUE LINEAIRE COMME MOYEN DE DESCRIPTION DES TASSEMENTS TRANSITOIRESDZEGNIUK B; PIWOWARSKI W.1980; POLSKA AKAD. NAUK, ODDZ. KRAKOW., PRACE KOMIS. GORNICZO-GEOD., GEOD.; POL; DA. 1980; NO 28; PP. 3-12; ABS. RUS/ENG; BIBL. 8 REF.Article
LES CONCESSIONS DE SERVICE PUBLICDUFAU JEAN.1979; ; FRA; PARIS: MONITEUR; DA. 1979; XXI-240 P.; BIBL. 6 P.; ISBN 2-86282-078-4; ACTUALITE JURIDIQUEBook
TASSEMENT DES OUVRAGES PAR LA METHODE DE NIVELLEMENT HYDROSTATIQUEKRUMELIS VA; KRIVORUCHKO VT.1983; GEODEZIJA I KARTOGRAFIJA; ISSN 0016-7126; SUN; DA. 1983; NO 3; PP. 21-22; BIBL. 3 REF.Article
A lattice approach for the valuation of American options traded in the French market = Une approche treillis de l'évaluation des options américaines échangées sur le marché françaisBELLALAH, M.1995, 26 p.Book
LE SERVICE DU CONTROLE DES SOCIETES CONCESSIONNAIRES D'AUTOROUTESJOUVENT A; BAUX JL.1979; REV. GEN. ROUTES AERODROMES; FRA; DA. 1979; VOL. 53; NO 553; PP. 62-64; ABS. ENG/GER/SPAArticle
PARABOLIC ADHESIVE LOADING OF A FLEXIBLE RAFT FOUNDATION.HOOPER JA.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 3; PP. 511-525; ABS. FR.; BIBL. 22 REF.Article
Risque de liquidité et valeur en risqueLE SAOUT, E.Journées Nationales des IAE. 2000, 31 p.Conference Paper
CRITERIA FOR SETTLEMENT OF TANKS = CRITERES CONCERNANT LE TASSEMENT DES RESERVOIRSMARR WA; RAMOS JA; LAMBE TW et al.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 8; PP. 1017-1039; BIBL. 24 REF.Article
SETTLEMENTS ABOVE TUNNELS IN THE UNITED KINGDOM: THEIR MAGNITUDE AND PREDICTION = TASSEMENTS AU-DESSUS DE TUNNELS AU ROYAUME UNI, LEUR AMPLITUDE ET PREVISIONO'REILLY MP; NEW BM.1982; TUNNELLING '82. INTERNATIONAL SYMPOSIUM. 3/1982/BRIGHTON; GBR; LONDON: INSTITUTION OF MINING AND METALLURGY; DA. 1982; PP. 173-181; BIBL. 40 REF.; 3 TAB. ; TABL./ILL.Conference Paper
SETTLEMENT CAUSED BY TUNNELING THROUGH SOFT MARINE SILTY CLAY = TASSEMENT PROVOQUE PAR LE PERCEMENT D'UN TUNNEL A TRAVERS DES DEPOTS D'ARGILE MARINE MOLLEGLOSSOP NH; O'REILLY MP.1982; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1982; VOL. 14; NO 9; PP. 13-16; BIBL. 6 REF.; 2 TAB. ; TABL./ILL.Article
LE BEARING CAPACITY AND SETTLEMENT OF FOUNDATIONS = CAPACITE PORTANTE ET TASSEMENT DES FONDATIONSMEYERHOF GEORGE GEOFFREY.1982; ; CAN; HALIFAX: TECHNICAL UNIV. OF NOVA SCOTIA; DA. 1982; 432 P.; 30 CM; BIBL. DISSEM.; ISBN 0-920692-04-4Book
LONG-TERM MONITORING OF EMBANKMENT DAMS IN BRITAIN = CONTROLE A LONG TERME DE BARRAGES EN REMBLAI EN GRANDE-BRETAGNEPENMAN ADM; KENNARD MF.1982; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1982; VOL. 34; NO 11; PP. 19-26; BIBL. 23 REF.; ILL.Article
SPLOSHNYE I DISKRETNYE MODELI MEKHANIKI GRUNTOV = MODELES CONTINUS ET DISCRETS EN MECANIQUE DES SOLSKANDAUROV II.1982; GOD. VISS. INST. ARHIT. STROIT. SOFIJA; ISSN 506141; BGR; DA. 1982; VOL. 28; NO 4; PP. 21-27; ABS. BUL/ENGArticle
The peculiarities of Jewish settlement in EstoniaEIKBERG, E.GeoJournal. 1994, Vol 33, Num 4, pp 465-470, issn 0343-2521Article
A review of current and developing potable water treatment processesSTEVENSON, D. G.Proceedings of the Institution of Mechanical Engineers. Part E, Journal of process mechanical engineering. 2003, Vol 217, Num 1, pp 11-23, issn 0954-4089, 13 p.Article
Synthèse de la Loi sur la faillite et l'insolvabilité à l'intention des entrepreneurs et gestionnaires (Partie II)GOUDREAU, P; MELOCHE, G.1996, 34 p.Book
La probabilité de l'insolvabilité des banques canadiennesNOAH, C; ROY, J.1994, 20 p.Book
INFLUENCE OF PRIMARY CONSOLIDATION ON FINE-GRAINED LITHOLOGIES AND SEDIMENTARY STRUCTURES.BOUMA AH.1975; IN: 9. CONGR. INT. SEDIMENTOL.; NICE; 1975; NICE SEDIM; 1975, VOL. 6, P. 23 A 28Miscellaneous
ZULAESSIGE BODENPRESSUNGEN NACH DER OE NORM B4430. = PRESSIONS ADMISSIBLES SUR LE SOL SELON LA NORME OE NORM BPREGL O.1975; OESTERR. INGR-Z.; OESTERR.; 1975, VOL. 18, NUM. 0010, P. 371 A 375Serial Issue