WebDiscussion on 1) “Dynamic response of a finite beam resting on a Winkler foundation to a load moving on its surface with variable speed” by ND Beskou and MV Muho [Soil Dyn. … WebAn , Analytical solution for torsional dynamic response of a pipe pile in transversely isotropic soil, Rock Soil Mech. 37(9) (2016) 2477–2484. Google Scholar; 30. K. W. Dotson and A. S. Veletsos , Vertical and torsional impedances for radially inhomogeneous viscoelastic soil layers, Soil Dyn. Earthq. Eng. 9(3) (1990) 110–119.
Statistical correlations of shear wave velocity and penetration ...
WebJan 14, 2024 · This paper presents parametric studies that assess the role of loading factors (i.e., number of cycles, frequency, and amplitude) on liquefaction-induced failure by … WebMar 1, 2024 · Soil Dyn Earthq Eng, 66 (2014), pp. 293-304. View PDF View article View in Scopus Google Scholar [11] S. Marks, T.J. Larkin, M ... Proceedings of the international … diane smith angela hospice
Seismic behavior of soil–pile–structure interaction with a modified …
Webretained soil is inhomogeneous, with the shear modulus vanishing at the soil surface. † Case (c) refers to a rigid wall founded on a soil stratum. The results show that the inhomogeneity of the retained soil leads to reduced earth pressures near the top of the wall, especially in the case of very flexible walls, while the WebJun 1, 2007 · DOI: 10.1016/J.SOILDYN.2006.11.001 Corpus ID: 110464623; Neural network model for liquefaction potential in soil deposits using Turkey and Taiwan earthquake data @article{Hanna2007NeuralNM, title={Neural network model for liquefaction potential in soil deposits using Turkey and Taiwan earthquake data}, author={Adel Hanna and Derin Ural … WebSoil Dyn Earthq Eng 25: 197-204. Article. V. Graizer; In the near-field of an earthquake the effects of the rotational components of ground motion may not be negligible compared to … cite wisqars