✍ Scribed by Brunning, D. F.; Joshi, R. C.
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
This paper presents a numerical model for the prediction of free field vibrations due to vibratory and impact pile driving. As the focus is on the response in the far field where deformations are relatively small, a linear elastic constitutive behaviour is assumed for the soil. The free field vibrat
Estimates of ground motion generated during pile driving are usually made through empirical relationships and, more recently, using databases and expert systems. Vibration amplitudes, durations and waveforms, however, strongly depend on the geometry and the dynamic properties of the layers at a giv
## Abstract This paper presents a non‐linear coupled finite element–boundary element approach for the prediction of free field vibrations due to vibratory and impact pile driving. Both the non‐linear constitutive behavior of the soil in the vicinity of the pile and the dynamic interaction between t