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APPARITION DES VIBRATIONS DE FLEXION-TORSIONSMOLIN ES.1982; STROITEL'NAJA MEHANIKA I RASCET SOORUZENIJ; ISSN 509078; SUN; DA. 1982; NO 1; PP. 64-67; BIBL. 2 REF.Article

LEHNENVIADUKT BECKENRIED WARTUNG DER SCHAECHTE = LE VIADUC A FLANC DE COTEAU DE BECKENRIED: ENTRETIEN DES PUITSEGGSTEIN UM.1980; STRASSE VERKEHR; ISSN 0039-2189; CHE; DA. 1980; VOL. 66; NO 11; PP. 433-434; ABS. FREArticle

QUELQUES PROBLEMES DE FONDATIONS DE BATIMENT PAR PANNEAUXHLAVACEK J.1977; INZ. STAVBY; CESKOSL.; DA. 1977; VOL. 25; NO 4; PP. 139-144; ABS. RUSSE ALLEM. ANGL.; BIBL. 10 REF.Article

ANWENDUNG DES SCHACHTGREIFERVERFAHRENS (S6C) BEI GRUENDUNGEN IM BRUECKENBAU = L'APPLICATION DE L'EXCAVATION PAR GRAPINS AUX FONDATIONS SUR PUITS DANS LA CONSTRUCTION DES PONTSRUDEN G; BANTZ R.1978; STRASSE; DDR; DA. 1978; VOL. 18; NO 10-11; PP. 345-349; BIBL. 5 REF.Article

DIE BERECHNUNG DER TRAZFAEHIGKEIT VON AUSBETONIERTEN BRUNNEN. = LE CALCUL DE LA FORCE PORTANTE DES PUITS EN BETONSCHRODER M.1976; BAUINGENIEUR; DTSCH.; DA. 1976; VOL. 51; NO 6; PP. 211-212; BIBL. 2 REF.Article

THE ELASTO-VISCO-PLASTIC ANALYSIS FOR ROCK DISPLACEMENT OF THE FOUNDATION PIT OF A WATER POWER PLANT = ANALYSE ELASTO-VISCO-PLASTIQUE DU DEPLACEMENT DE LA ROCHE DE PUITS DE FONDATION D'UNE CENTRALE HYDROELECTRIQUEGE XIU RUN; FENG DING XIANG; YANG JIA LING et al.1982; ROCK MECH.; ISSN 0035-7448; AUT; DA. 1982; VOL. 15; NO 3; PP. 145-161; BIBL. 7 REF.Article

DESIGN AND CONSTRUCTION OF DRILLED SHAFTS.REESE LC.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 95-116; BIBL. 2 P.Article

CONTROLE DES PIEUX OU DES PUITS SOUMIS A DES EFFORTS HORIZONTAUX OU DE FLEXION PAR LA METHODE D'EXCITATION TRANSVERSALEPHILIPPONNAT G.1981; BULL. TECH. BUR. VERITAS; ISSN 0007-5752; FRA; DA. 1981; VOL. 63; NO 7-8; PP. 316-320Article

IL NUOVO SVINCOLO DI SCILLA PER L'AUTOSTRADA SALERNO-REGGIO CALABRIA = LE NOUVEL ECHANGEUR DE SCILLA POUR L'AUTOROUTE SALERNE-REGGIO CALABRIADEFEZ A.1980; INDUSTR. ITAL. CEMENTO; ITA; DA. 1980; VOL. 50; NO 6; PP. 423-432; ABS. FRE/GER; IDEM ENGArticle

LEVE DE CONTROLE DES EQUIPEMENTS DE FORME CYLINDRIQUEKRUMELIS VA; MINAKOV VD.1979; GEOD. I KARTOGR.; SUN; DA. 1979; NO 11; PP. 18-20Article

PRILLED-SHAFT INTEGRITY BY WAVE PROPAGATION METHOD = VERIFICATION DES PUITS DE FONDATION PAR LA METHODE DE PROPAGATION DES ONDESHEARNE TM; STOKOE II KH; REESE LC et al.1981; GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO GT10; PP. 1327-1344; BIBL. 20 REF.Article

AN EXAMINATION OF SOME THEORIES OF EARTH PRESSURE ON SHAFT LININGS.PRATER EG.1976; REV. CANAD. GEOTECH; CANADA; DA. 1976; VOL. 14; NO 1; PP. 91-106; ABS. FR.; BIBL. 16 REF.; 19 ILL.Article

MECHANICS OF TRACK SUPPORT, PILES, AND GEOTECHNICAL DATA = MECANIQUE DES SUPPORTS DE VOIES, PIEUX, ET DONNEES GEOTECHNIQUES1979; TRANSP. RES. REC.; ISSN 0361-1981; USA; DA. 1979; NO 733; 108 P.; BIBL. DISSEM.Serial Issue

Reliability evaluation of AASHTO design equations for drilled shaftsISENHOWER, W. M; LONG, J. H.Transportation research record. 1997, Num 1582, pp 60-67, issn 0361-1981Conference Paper

Analysis of large diameter high-density polyethylene plastic pipes as vertical shafts in landfillsKABIR HOSSAIN, M; LYTTON, R. L.Journal of testing and evaluation. 1991, Vol 19, Num 6, pp 475-484, issn 0090-3973Conference Paper

«Dépannage sur mesure pour un sol affaissé» = a sailor-made solution for a sunken floorHEURTEUR, R.Batirama (Saint-Thibery). 2001, Num 339, pp 32-33, issn 0767-9920Article

Construction of barrettes for high-rise foundations = Construction de barrettes pour des fondations de construction élevéeRAMASWAMY, S. D; PERTUSIER, E. M.Journal of construction engineering and management. 1986, Vol 112, Num 4, pp 455-462, issn 0733-9364Article

Prestressed inverted pyramids support four-storey office building = Des pyramides inversées en béton précontraint soutiennent un immeuble de bureaux de quatre étagesNORI, V. V; PATEL, S. B.Indian concrete journal. 1983, Vol 57, Num 10, pp 253-256, issn 0019-4565Article

COM624P-based drilled shaft torque and lateral load analysis methodBYRUM, Christopher R.Transportation research record. 2006, Num 1975, pp 28-38, issn 0361-1981, 11 p.Article

Improvement of the geotechnical axial design methodology for colorado's drilled shafts socketed in weak rocksABU-HEJLEH, Naser M; O'NEILL, Michael W; HANNEMAN, Dennis et al.Transportation research record. 2005, Num 1936, pp 100-107, issn 0361-1981, 8 p.Article

Discussion on Direct shear interface test for shaft capacity of piles in sand by E. Saibaba Reddy, D.N. Chapman, and V.V.R.N. SastrySUBBA RAO, K. S; ALLAM, Mehter M; ROBINSON, Retnamony G et al.ASTM geotechnical testing journal. 2001, Vol 24, Num 3, pp 334-335, issn 0149-6115Article

Olympic effort over rail link = Effort olympique sur la liaison ferroviaireCOVIL, C; NYE, T; MUIRHEAD, H et al.T & T international. 2000, Vol 33, Num 9, pp 16-22, issn 1369-3999, 7 p.Article

Bearing capacity of shaft-expanded driven model piles in sandURGUN, M. U; AKBULUT, H.Geotechnique. 1995, Vol 45, Num 4, pp 715-718, issn 0016-8505Article

Construction des viaducs de Nantua et des Neyrolles = Construction of Nantua and Les Neyrolles viaductsCEZARD, C; MAURIN, J; VASSORD, J et al.Travaux (Paris). 1986, Num 606, pp 20-34, issn 0041-1906Article

Effectiveness of Water Jetting for Removal of Anomalous Materials from Drilled ShaftsFIEGEL, Gregg L; DENATALE, Jay S; HEAVIN, Joseph et al.Transportation research record. 2010, Num 2202, pp 10-19, issn 0361-1981, 10 p.Article

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