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Results 1 to 25 of 79

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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

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

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

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

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

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

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

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

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

Centrifuge simulation of pile driving and vertical loading using a robotZELIKSON, A.International conference on soil mechanics and foundation engineering. 1994, pp 631-633Conference Paper

Evaluation of measurements for vibratory hammersLIKINS, G; RAUSCHE, F; MORRISON, M et al.International conference on the application of stress-wave-theory to piles. 1992, p.704Conference Paper

Modelling load-displacement response of driven piles in cohesionless soils under tensile loadingALAWNEH, A. S.Computers and geotechnics. 2005, Vol 32, Num 8, pp 578-586, issn 0266-352X, 9 p.Article

Centrifuge modelling of tunnelling near driven pilesJACOBSZ, S. W; STANDING, J. R; MAIR, R. J et al.International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. 2002, pp 687-692, isbn 2-9510416-3-2, 6 p.Conference Paper

Interlock friction in a sheet pile wall: laboratory testsVANDEN BERGHE, J.-F; HOLEYMAN, A; JUARISTI, E et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1273-1276, isbn 90-2651-853-6, 3VolConference Paper

Long-term set-up of driven piles in non-cohesive soils evaluated from dynamic tests on penetration rodsAXELSSON, G.ISC'98 : International Conference on site characterization. 1998, pp 895-900, isbn 90-5410-939-4Conference Paper

Stress changes associated with driving pile groups in clayey siltMACCABE, B. A; LEHANE, B. M.European Conference on soil mechanics and geotechnical engineering. 2003, pp 271-276, isbn 80-86769-01-1, 6 p.Conference Paper

On the use of the elastic rebound to predict pile capacityMASSAD, F.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 959-963, isbn 90-2651-853-6, 3VolConference Paper

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