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Results 1 to 25 of 302

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THE STABILITY OF SLENDER PILES DURING DRIVINGBURGESS IW.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 2; PP. 281-292; BIBL. 10REF.Article

Analytical solution for pile hammer impactTAKE, W. A; VALSANGKAR, A. J; RANDOLPH, M. F et al.Computers and geotechnics. 1999, Vol 25, Num 2, pp 57-74, issn 0266-352XArticle

INITIAL DEVELOPMENT OF A GENERAL EFFECTIVE STRESS METHOD FOR THE PREDICTION OF AXIAL CAPACITY FOR DRIVEN PILES IN CLAY.ESRIG MI; KIRBY RC; BEA RG et al.1977; IN: ANNU. OFFSHORE TECHNOL. CONF. 9. PROC.; HOUSTON, TEX., 1977; DALLAS, TEX.; OFFSHORE TECHNOL. CONF.; DA. 1977; VOL. 3; PP. 495-506; BIBL. 22 REF.Conference Paper

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

TERRESTRIAL PHOTOGRAMMETRY FOR MEASURING PILE MOVEMENTS = PHOTOGRAMMETRIE TERRESTRE POUR MESURER LES MOUVEMENTS DES PIEUXBOZOZUK M; VAN WIJK MC; FELLENIUS BH et al.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 4; PP. 596-599; ABS. FRE; BIBL. 5 REF.Article

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

TRAVAUX DU METRO DE BRUXELLES : EXEMPLES D'UTILISATION DES TECHNIQUES DE FONDATIONS SPECIALESFERRE M; WOITCHIK M.1975; TRAVAUX; FR.; DA. 1975; NO 485-486; PP. 55-61; ABS. ANGL. ESP.Article

THE SAGA OF THE PILELEIMDORFER P.1974; BULL. ASS. INTERNATION. PERM. CONGR. NAVIG.; BELG.; DA. 1974; VOL. 48; NO 19; PP. 39-82; ABS. FR.; BIBL. 1 P. 1/2Article

TRAVAUX D'INFRASTRUCTURES SUR LES CHAMPS PETROLIERS EN MER. PLATE-FORMES ET CANALISATIONSHERSENT A.1975; TRAVAUX; FR.; DA. 1975; NO 483-484; PP. 41-45; ABS. ANGL.Article

HAMNBYGGEN FOER SCANRAFFS RAFFINADERI, BROFJORDEN = CONSTRUCTION DE LA JETEE POUR LA RAFFINERIE DE SCANRAFF A BROFJORDENDELLE S.1974; NORD. BETONG; SVERIGE; DA. 1974; NO 4; PP. 6-8; ABS. ANGLArticle

PRIKLAD PREDPOVEDI CHOVANI PILOTY = UN EXEMPLE DE PREVISION DU COMPORTEMENT DES PIEUXFEDA J.1981; INZ. STAVBY; ISSN 0021-0277; CSK; DA. 1981; VOL. 29; NO 1; PP. 3-8; ABS. RUS/GER/ENG; BIBL. 6 REF.Article

ESTIMATES OF SHAFT AND END LOADS IN PILES IN CHALK USING STRAIN GAUGE INSTRUMENTATIONBUTTLING S.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 1; PP. 133-147; ABS. FR.; BIBL. 9 REF.Article

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

Analytical modelling of hammer impact for pile drivingDEEKS, A.J; RANDOLPH, M.F.International journal for numerical and analytical methods in geomechanics. 1993, Vol 17, Num 5, pp 279-302, issn 0363-9061Article

Rissbildung in Rammpfählen aus Stahl-oder Spannbeton = Formation de fissures dans les pieux battus en béton armé ou précontraints = Cracking in reinforced and prestressed piles during drivingZORN, N.-F; REINHARDT, H.-W.Bauingenieur. 1985, Vol 60, Num 12, pp 513-518, issn 0005-6650Article

A prediction method for the installation of vibratory driven pilesVAN ROMPAEY, D; LEGRAND, C; HOLEYMAN, A et al.SDEE 95 : International Conference on Soil Dynamics and Earthquake Engineering. 1995, pp 533-542, isbn 1-85312-315-3Conference Paper

Numerical modelling of pile driving = Modélisation numérique du fonçage de pieuxBALTHAUS, H.G; KIELBASSA, S.International symposium on numerical models in geomechanics. 2. 1986, pp 487-495Conference Paper

A contribution to the study of compaction piles in granular soilsALVES, A. M. L; LOPES, F. R.International Conference on soil mechanics and geotechnical engineeringCongrès International de mécanique des sols et de la géotechnique. 2001, pp 1683-1686, isbn 90-2651-841-2Conference Paper

Determination of bearing capacity for driven piles with SIPT-methodHONKANIEMI, M.Baltic Geotechnics'95. Baltic Geotechnical Conference. 1995, pp 113-116Conference Paper

Real and apparent relaxation of driven piles = «Relaxation» réelle et apparente de pieux battusTHOMPSON, C. D; THOMPSON, D. E.1985, Vol 111, Num 2, pp 225-237Article

The drivability of friction piles based on penetration testingMAGNUSSON, O; ANDERSSON, H; ASTEDT, B et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 539-542, isbn 90-5410-891-6Conference Paper

Geotechnical prognosis for the reconstruction purposesULITZKY, V; SHASHKIN, A.International symposium Geotechnical engineering for the preservation of monuments and historic sites. 1997, pp 313-318, isbn 90-5410-871-1Conference Paper

Wave equation parameters from numerical simulation techniquesYUANJING SHENGANG; LIANG, R.Y.Soils and foundations. 1994, Vol 34, Num 2, pp 61-71, issn 0038-0806Article

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