Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("SETTLEMENT")

Filter

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Language

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Origin

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 20231

  • Page / 810

Export

Selection :

  • and

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

  • Page / 810