A novel urban foundation system using pressed-in H-pilesWHITE, D. J; BOLTON, M. D; WAKO, C et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 425-430, isbn 80-86769-01-1, 6 p.Conference Paper

Calcul des ancrages constitués de pieux rigides courts sous charge d'arrachement inclinée = Design of anchors made of short rigid piles under inclined uplift loadMAGNAN, M; EJJAOUANI, M; SHAKHIREV, M et al.La recherche appliquée au LPEE (Laboratoire Public d'Essais et d'Etudes) : Bilan 1996-1997. 1998, pp 15-20, isbn 9981-809-06-3Book Chapter

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

THE BEHAVIOUR OF DRIVEN CAST IN SITU AND BORED PILES IN WEATHERED CHALKSEARLE IW; BARTHOLOMEW RF.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 1; PP. 21-32; ABS. FR.; BIBL. 5 REF.Article

Particularités du dimensionnement des fondations sur pieux des lignes électriques aériennes = Peculiarities of the design of pile foundations of overhead power linesEJJAAOUANI, H; SHAKHIREV, V.La Revue marocaine du génie civil. 1996, Num 62, pp 31-42, issn 0851-7916Article

The load bearing capacity of bored piles, a problem not yet satisfactorily solved : Some proposalsLIZZI, F.International geotechnical seminar on deep foundations on bored and auger piles. 1. 1988, pp 443-450, 8 p.Conference Paper

Possibilities of using makeshift techniques in construction of root pilesCORKO, D; MARIC, B; LOVRENTIC, D et al.International conference on soil mechanics and foundation engineering. 1994, pp 1807-1810Conference Paper

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

The reinforced soil in the future of geotechnicsLIZZI, F.Symposium on developments in geotechnical engineering. 1994, pp 553-563Conference Paper

INFLUENCE OF INSTALLATION METHODS ON FRICTIONAL CHARACTERISTICS OF CONCRETE PILES IN SAND. A MODEL STUDY = INFLUENCE DES METHODES D'INSTALLATION SUR LES CARACTERISTIQUES DE FROTTEMENT DES PIEUX EN BETON DANS LE SABLE. UNE ETUDE SUR MODELERAJU VS; THOMAS MT.1981; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1981; VOL. 61; NO 4; PP. 187-191; BIBL. 7 REF.Article

Deep foundations on bored and auger piles BAP IIIVAN IMPE, W. F; HAEGEMAN, W.International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles. 1998, XI, 526 p, isbn 90-5809-022-1Conference Proceedings

Dynamic characteristics of tapered piles = Caractéristiques dynamiques des pieux coniquesSUDHENDU SAHA; GHOSH, D. P.Indian geotechnical journal. 1985, Vol 15, Num 1, pp 26-38, issn 0046-8983Article

Granular pile groups - an interaction analysisMADHAV, M. R; CHANDRA, S; SHARMA, J. K et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 229-232, isbn 90-5809-055-8Conference Paper

THE BEHAVIOUR OF PILES IN UPPER CHALK AT LITTLEBROOK D POWER STATIONMALLARD DJ; BALLANTYNE JL.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 1; PP. 115-132; ABS. FR.; BIBL. 18 REF.Article

BEREKENING VAN DE MANTELWRIJWING OP INGEHEIDE PALEN = CALCUL DU FROTTEMENT LATERAL DE PIEUX FONCES PAR BATTAGE. IIDE BEER EE.1976; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1976; NO 2; PP. 131-157; ABS. FR.Article

A COMPARISON OF THREE TYPES OF DRIVEN CAST IN SITU PILE IN CHALKLORD JA.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 1; PP. 73-93; ABS. FR.; BIBL. 10 REF.Article

Analysis of pile test resultsWOO, S. M; JUANG, C. H.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 69-88, isbn 90-5410-593-3Conference Paper

Piling engineering = Mise en œuvre des pieuxFLEMING, W. G. K; WELTMAN, A. J; RANDOLPH, M. F et al.1985, 392 p., isbn 0-470-20144-4Book

DEEP COLUMN FOUNDATIONS OF LARGE BRIDGE PIERS.SILIN KS; GLOTOV NM; KUTZENKO VN et al.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 371-376; ABS. FR. ALLEM.Conference Paper

Cast-in-situ piles. Installation methods, soil disturbance and resulting pile behaviourVAN WEELE, A.F.International geotechnical seminar on deep foundations on bored and auger piles. 1. 1988, pp 219-226, 8 p.Conference Paper

The prediction and results of a test load on a three-pile group subjected to pike uplift = Prévision et résultats d'une charge d'essai sur un groupe de trois pieux soumis au soulèvement du pieuPLANT, G. W; BYRNE, G. P.Regional conference for Africa. 8. 1984, pp 217-222Conference Paper

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

Behaviour of pile group containing defective pilesXU, K. J; POULOS, H. G.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1039-1042, isbn 90-2651-853-6, 3VolConference Paper

DIE PFAHLGRUENDUNG UND IHRE ANWENDUNG BEI FELDWEGBRUECKEN UND KLEINEN STRASSENBRUECKEN = LA FONDATION SUR PIEUX ET SON APPLICATION AUX PONTS DES CHEMINS RURAUX ET AUX PONT-ROUTES DE PETITES DIMENSIONSMENK H.1975; WASS. U. BODEN; DTSCH.; DA. 1975; VOL. 27; NO 10; PP. 271-274; BIBL. 8REF.Article

LA CAPACITE PORTANTE DES PIEUXBAGUELIN F; BUSTAMANTE M; FRANK R et al.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1975; NO 330; PP. 1-22; ABS. ANGL. ALLEM. ESP.; BIBL. 16REF.Serial Issue