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BEHAVIOR OF BORED PILES IN SANDTOUMA FT; REESE LC.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 749-761; BIBL. 14 REF.Article

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COMPORTEMENT DES PIEUX DANS LES ARGILES GONFLANTESCAMBEFORT H.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1975; NO 329; PP. 21-31Article

LOADING TESTS ON VARIOUS PILE TYPES IN TRAVERTINIC ROCKVASSILOPOULOS E.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 1; PP. 13-20; ABS. FR.; BIBL. 1 REF.Article

PIEU DE FONDATION FONDEDILE A "CELLULE DE PRECHARGE".LIZZI F.1976; CONSTRUCTION; FR.; DA. 1976; VOL. 31; NO 6; PP. 293-299Article

Behavior of piled foundation subjected to lateral movements due to deep excavationCHANDRASEKARAN, B; TANG, S. K; LIM, T. L et al.International Symposium on field measurements in geomechanics - FMGM99. 1999, pp 197-200, isbn 90-5809-066-3Conference Paper

Base deformations calculation of bored pile foundations with wideningsALEYNIKOV, S. M.International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles. 1998, pp 467-474, isbn 90-5809-022-1Conference Paper

The technology and application of post-grouting for slurry bored pilesJIN-LI, L; ZHONG-CHENG, Z; YAN, Z et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 831-834, isbn 90-5410-891-6Conference Paper

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The design of Frankipiles in Clays = Le calcul des pieux Franki dans l'argileMCANALLY, P. A; DOUGLAS, D. J.Transactions of the Institution of Engineers, Australia. Civil engineering. 1985, Vol 27, Num 3, pp 292-298, issn 0819-0259Article

Essais de chargement de pieux battus moulés sur le site de Kaminia (Athènes) = Bearing tests of driven piles cast in situ at Kaminia, AthensBUSTAMANTE, M; CHRISTOULAS, S; GIANESELLI, L et al.Bulletin de liaison des laboratoires des ponts et chaussées. 1985, Num 137, pp 5-15, issn 0458-5860Article

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RESULTATS DES ETUDES COMPLEXES DU TRAVAIL DE PIEUX MOULES DANS DES SOLS AUGMENTANT DE VOLUMEBOJKO NV.1982; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1982; NO 3; PP. 33-37; BIBL. 3 REF.Article

DIX ANS D'UTILISATION DES LAITIERS ET DES CENDRES VOLANTES SUR LES AMENAGEMENTS D'ELECTRICITE DE FRANCE DU NORD ET DE L'EST DE LA FRANCECHAPELLE JA.1974; LAITIERS HAUTS-FOURNEAUX; FR.; DA. 1974; VOL. 27; NO 32; PP. 5-60Article

SCHLITZPFAEHLE. SPEZIELLE ANWENDUNG DES SCHLITZWANDVERFAHRENS BEI BAUARBEITEN IM HAUPTGEBAEUDE DER SKA IN ZUERICH = PIEUX MOULES: UTILISATION SPECIALE DU PROCEDE DE PAROIS MOULEES POUR LES TRAVAUX DE CONSTRUCTION DU BATIMENT PRINCIPAL DU SKA IN ZUERICHHUBER H.1978; SCHWEIZ. BAUZTG; CHE; DA. 1978; VOL. 96; NO 48; PP. 917-920Article

CONSOLIDATION D'UN SOL DE FONDATION PAR PICOTSGIGAN JP.1975; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1975; NO 78; PP. 12-16; BIBL. 2 REF.Article

Seismic analysis of large diameter cast in place concrete pilesLIAM FINN, W. D; FUJITA, N.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 979-986, isbn 2-7208-6004-2, 8 p.Conference Paper