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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

Le programme de calcul BATLAB pour l'analyse du battage des pieux = The BATLAB computer programme for pile-driving analysisBOSSARD, A; CORTÉ, J.-F.Annales des ponts et chaussées. 1984, Num 31, pp 3-17, issn 0152-9668Article

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

Side Grip Piling, a new method for impact driving of micropilesLEHTONEN, J.European Conference on soil mechanics and geotechnical engineering. 2003, pp 245-248, isbn 80-86769-01-1, 4 p.Conference Paper

Geotechnically allowable stress for driven pilesFELLENIUS, B. H.Civil engineering ASCE. 1984, Vol 54, Num 11, pp 72-75, issn 0360-0556Article

Prediction of increase in pile bearing capacity with time after drivingCHUN, B. S; CHO, C. W; LEE, M. W et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 171-174, isbn 90-5809-055-8Conference Paper

Time effects on the bearing capacity of driven pilesCHEN, C. S; LIEW, S. S; TAN, Y. C et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 175-178, isbn 90-5809-055-8Conference Paper

A numerical model for large deformation problems in driving of open-ended pilesLIYANAPATHIRANA, D. S; DEEKS, A. J; RANDOLPH, M. F et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 533-538, isbn 90-5410-886-XConference Paper

Review of measured negative pile friction in terms of effective stressBURLAND, J.B; STARKE, W.International conference on soil mechanics and foundation engineering. 1994, pp 493-496Conference Paper

Geotechnically allowable stress for driven piles = Contrainte géotechniquement admissible pour des pieux battusFELLENIUS, B. H.Civil engineering ASCE. 1984, Vol 54, Num 11, pp 72-75, issn 0360-0556Article

Neural network : An alternative to pile driving formulasCHAN, W.T; CHOW, Y.K; LIU, L.F et al.Computers and geotechnics. 1995, Vol 17, Num 2, pp 135-156, issn 0266-352XArticle

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

Pression latérale du sol sur les pieux foncés et la mobilisation du frottement le long du fût = Soil lateral pressure on driven piles and mobilisation of friction along the shaftEJJAAOUANI, H; MAGNAN, J. P; SHAKHIREV, V et al.La Revue marocaine du génie civil. 2001, Num 94, pp 2-21, issn 0851-7916Article

Ground responses induced by pile drivingCHEN, C.-H; YANG, W.-H; SUTU, Y. W et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 457-460, isbn 90-5410-891-6Conference Paper

A new pile driver and loading set for pile group in centrifuge flightPAN, S. S; PU, J.-L; YIN, K.-.T et al.International Conference Centrifuge 98. 1998, pp 91-96, isbn 90-5410-986-6Conference Paper