Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("TASSEMENT")

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 7406

  • Page / 297

Export

Selection :

  • and

PERMISSIBLE SETTLEMENT CRITERIA = LES CRITERES DU TASSEMENT ADMISSIBLEATALLA M.1975; BATIM. INTERNATION.; FR.; DA. 1975; VOL. 3; NO 3; PP. 172-181 (5P.); BIBL. 22REF.; MEME DOC. FRArticle

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

PROBLEME DER SETZUNG HOHER TAGEBAUKIPPEN BEIM BAU EINES VERKEHRSBANDES. = PROBLEMES POSES PAR LE TASSEMENT DES REMBLAIS DE GRANDE HAUTEUR DES EXPLOITATIONS MINIERES A CIEL OUVERT AU COURS DE LA CONSTRUCTION D'UNE VOIE POUR LA CIRCULATIONNEHRING H.1977; VERMESS.-WES. U. RAUMORDN.; DTSCH.; DA. 1977; VOL. 39; NO 6; PP. 316-321Article

PROPOSAL OF A NEW CRITERION FOR SOILS WITH EXTREME MECHANICAL COMPOSITIONVANEK J; BUCEK J; KREMER J et al.1981; SCI. AGRIC. BOHEMOSLOV.; CSK; DA. 1981; VOL. 13; NO 2; PP. 119-124; BIBL. 3 REF.Article

ANALYSE DES PHENOMENES DE TASSEMENT DES SOLSGUERIF J.1983; PERSPECT. AGRIC.; FRA; DA. 1983; NO 66; PP. 27-33; BIBL. 4 REF.Article

DETERMINATION DU VOLUME DES TRAVAUX D'APLANISSEMENT EN TENANT COMPTE DU TASSEMENT DES DEBLAISZAUDAL'SKIJ II; GRIBENKO LT.1973; UGOL UKRAINY; S.S.S.R.; DA. 1973; VOL. 17; NO 3; PP. 20-22; BIBL. 2 REF.Serial Issue

CULEES DE PONT EN TERRE ARMEE FONDEES SUR UN SOL TRES COMPRESSIBLERODRIGUEZ MIRANDA MA; VILLARROEL JM.1979; BULL. LIAISON LAB. PONTS CHAUSS.; FRA; DA. 1979; NO 102; PP. 37-47; ABS. ENG/GER/SPA/RUSArticle

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

PREVISION DU TASSEMENT INITIAL ET DU TASSEMENT DIFFERE DES FONDATIONS SUPERFICIELLESGIROUD JP; CORDARY D.1976; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1976; NO 335; PP. 105-135; ABS. ALLEM. ANGL. ESP.; BIBL. 14REF.Article

COMPACTION GROUTING: A SIGNIFICANT CASE HISTORY = INJECTION DE COMPACTAGE. ETUDE D'UN CAS SIGNIFICATIFWARNER J.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. FALL CONVENTION AND EXHIBIT/1977/SAN FRANCISCO CA; USA; DA. S.D.; PREPRINT 2933; 13 P.; BIBL. 4 REF.Conference Paper

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

SETTLMENT OF STRUCTURES. A CONFERENCE; CAMBRIDGE; 19741975; LONDON; PENTECH; DA. 1975; PP. (823 P.); BIBL. DISSEM.; ISBN 0727319019Conference Proceedings

THE EFFECT OF HORIZONTAL CONSOLIDATION ON DIFFERENTIAL SETTLEMENTS OF FOOTINGS ON CLAY.BAKER R.1976; REV. CANAD. GEOTECH.; CANADA; DA. 1976; VOL. 13; NO 4; PP. 442-451; ABS. FR.; BIBL. 19 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

Field creep test by pressuremeter Diflupress L.DLEIDWANGER-RABIS, C; FLAVIGNY, E; CATEL, P et al.The pressuremeter and its new avenues. International symposium. 1995, pp 433-439Conference Paper

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

COMPACTION OF POWDERS. III. COMPARISON OF COMPACTION BEHAVIOURS AMONG VARIOUS POWDERSOKADA J; FUKUMORI Y.1975; CHEM. PHARM. BULL.; JAP.; DA. 1975; VOL. 23; NO 2; PP. 326-332; BIBL. 5 REF.Article

CALCUL DU TASSEMENT DE FONDATIONS PLATES A PARTIR DES COEFFICIENTS DE COMPRESSIBILITE A L'AIDE D'UN ORDINATEURKOCZKA K.1975; INZ. STAVBY; CESKOSL.; DA. 1975; VOL. 23; NO 11-12; PP. 549-554; ABS. RUSSE ALLEM. ANGL.; BIBL. 3 REF.Article

CONCEPTION DE STRUCTURES DE CHEMIN DE FER SOUTERRAIN CONSTRUIT PAR LA METHODE DU TUNNEL PROFONDROZSA L.1975; MELYEPITESDUDOM. SZEMLE; MAGYAR.; DA. 1975; VOL. 25; NO 10; PP. 435-445; ABS. ALLEM. RUSSE ANGL. FR.; BIBL. 8 REF.Article

ZAGADNIENIE AKTYWACJI WYROBISK GORNICZYCH = LES PROBLEMES D'ACTIVATION DES EXCAVATIONS MINIERESSZPETKOWSKI S.1980; POLSKA AKAD. NAUK ODDZ. KRAKOW., PRAE KOMIS. GORNICZO-GEOD., GEOD.; POL; DA. 1980; NO 28; PP. 13-26; ABS. RUS/ENG; BIBL. 13 REF.Article

ERFASSUNG DER WIRKLICHEN VERHAELTNISSE BEI DER BERECHNUNG VON GRUENDUNGSPLATTEN = DETERMINATION DES BASES REELLES DU CALCUL DES RADIERS DE FONDATIONKONIG G; SHERIF G.1975; BAUINGENIEUR; DTSCH.; DA. 1975; VOL. 50; NO 3; PP. 93-100; BIBL. 1 P.Article

TASSEMENT DES SOLS D'ASSISE SOUS REMBLAISRECORDON E.1975; STRASSE U. VERKEHR.; SCHWEIZ; DA. 1975; VOL. 61; NO 8; PP. 347-356; BIBL. 6REF.; MEME DOC. ALLEM.Article

CALCUL DU TASSEMENT DE BATIMENTSKYSELA Z.1975; INZ. STAVBY; CESKOSL.; DA. 1975; VOL. 23; NO 9; PP. 439-445; ABS. RUSSE ALLEM. ANGL.; BIBL. 12 REF.Article

ANALYSIS OF PILE-SUPPORTED GRAVITY LOCK = ANALYSE D'UNE ECLUSE SUPPORTEE SUR PIEUXDESAI CS; JOHNSON LD; HARGETT CM et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 9; PP. 1009-1029; BIBL. 1 P.Article

  • Page / 297