Prediction of free field vibrations due to pile driving using a dynamic soil–structure interaction formulation
暂无分享,去创建一个
[1] John P. Wolf,et al. Foundation Vibration Analysis Using Simple Physical Models , 1994 .
[2] E.A.L. Smith,et al. Pile-Driving Analysis by the Wave Equation , 1960 .
[3] Jean-Lou Chameau,et al. Measured Effects of Vibratory Sheetpile Driving , 1980 .
[4] Mark Randolph,et al. Axisymmetric Time‐Domain Transmitting Boundaries , 1994 .
[5] F. E. Richart,et al. DYNAMIC RESPONSE OF FOOTINGS TO VERTICAL LOADING , 1966 .
[6] Eduardo Kausel,et al. Dynamics of piles and pile groups in layered soil media , 1991 .
[7] Geert Degrande,et al. A weakly singular boundary integral equation in elastodynamics for heterogeneous domains mitigating fictitious eigenfrequencies , 2004 .
[8] Jin-Hung Hwang,et al. GROUND RESPONSE DURING PILE DRIVING , 2001 .
[9] Mark Randolph,et al. Numerical modelling of the driving response of thin‐walled open‐ended piles , 2001 .
[10] Toyoaki Nogami,et al. Dynamic Soil Reactions for Plane Strain Case , 1978 .
[11] Dong-Soo Kim,et al. Propagation and Attenuation Characteristics of Various Ground Vibrations , 2000 .
[12] T. S. Thandavamoorthy. Piling in fine and medium sand—a case study of ground and pile vibration , 2004 .
[13] J. F. Wiss,et al. CONSTRUCTION VIBRATIONS: STATE-OF-THE-ART , 1981 .
[14] Mounir Mabsout,et al. Study of Pile Driving by Finite-Element Method , 1995 .
[15] Mark Randolph,et al. Analytical modelling of hammer impact for pile driving , 1993 .