Wave propagation and ground vibrations due to non-uniform cross-sections piles driving

作者: Omid Tavasoli , Mahmoud Ghazavi

DOI: 10.1016/J.COMPGEO.2018.08.010

关键词: Ground vibrationsVibrationStructural engineeringNoise pollutionWave propagationEnergy consumptionHammerEnvironmental scienceNoiseNumerical analysis

摘要: Abstract Piles are normally installed into the ground using appropriate hammers which cause different environmental problems such as noise, air pollution and vibration. In this paper, vibrations due to drivability of cylindrical, tapered semi-tapered piles investigated field testing numerical analysis results compared discussed. It is concluded that application non-uniform cross-section increase driving process efficiency, reduce energy consumption decrease noise by reducing operation time. This, should be considered in practice from viewpoint allowable vibrations.

参考文章(24)
John F. Wiss, Construction Vibrations: State-of-the-Art Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 107, pp. 167- 181 ,(1981) , 10.1061/AJGEB6.0001095
D.S. Liyanapathirana, S.D. Ekanayake, Application of EPS geofoam in attenuating ground vibrations during vibratory pile driving Geotextiles and Geomembranes. ,vol. 44, pp. 59- 69 ,(2016) , 10.1016/J.GEOTEXMEM.2015.06.007
J. Guin, P. K. Banerjee, COUPLED SOIL-PILE-STRUCTURE INTERACTION ANALYSIS UNDER SEISMIC EXCITATION Journal of Structural Engineering-asce. ,vol. 124, pp. 434- 444 ,(1998) , 10.1061/(ASCE)0733-9445(1998)124:4(434)
Mounir E. Mabsout, John L. Tassoulas, A finite element model for the simulation of pile driving International Journal for Numerical Methods in Engineering. ,vol. 37, pp. 257- 278 ,(1994) , 10.1002/NME.1620370206
S. F. Ahmadi, M. Eskandari, Vibration Analysis of a Rigid Circular Disk Embedded in a Transversely Isotropic Solid Journal of Engineering Mechanics-asce. ,vol. 140, pp. 04014048- ,(2014) , 10.1061/(ASCE)EM.1943-7889.0000757
Hamid Reza Masoumi, Stijn François, Geert Degrande, A non‐linear coupled finite element–boundary element model for the prediction of vibrations due to vibratory and impact pile driving International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 33, pp. 245- 274 ,(2009) , 10.1002/NAG.719
Ronald Y. S. Pak, Paul C. Jennings, Elastodynamic response of pile under transverse excitations Journal of Engineering Mechanics-asce. ,vol. 113, pp. 1101- 1116 ,(1987) , 10.1061/(ASCE)0733-9399(1987)113:7(1101)
Mahmoud Ghazavi, Omid Tavasoli, Characteristics of non-uniform cross-section piles in drivability Soil Dynamics and Earthquake Engineering. ,vol. 43, pp. 287- 299 ,(2012) , 10.1016/J.SOILDYN.2012.07.017
Mounir E. Mabsout, Lymon C. Reese, John L. Tassoulas, Study of Pile Driving by Finite-Element Method Journal of Geotechnical Engineering. ,vol. 121, pp. 535- 543 ,(1995) , 10.1061/(ASCE)0733-9410(1995)121:7(535)