Integrated computational and full-scale physical simulation of dynamic soil-pile group interaction
Citations
42 citations
7 citations
2 citations
1 citations
References
5,044 citations
"Integrated computational and full-s..." refers background in this paper
...Potential sources of dynamic excitations include earthquakes, blast loadings, machine vibrations, traffic vibrations, pile driving, and wind and wave loadings, among others (Clough and Penzien 1995)....
[...]
3,585 citations
"Integrated computational and full-s..." refers background or methods in this paper
...In general, using measured in-situ shear wave velocities is the most reliable means to evaluate the in-situ shear modulus profile of a particular soil deposit (Kramer 1996)....
[...]
...Among all the parameters characterizing soil properties, four of them are crucial in soil dynamics – shear modulus, material damping ratio, Poisson’s ratio, and density (Kramer 1996)....
[...]
1,982 citations
1,529 citations
1,424 citations
"Integrated computational and full-s..." refers background or methods in this paper
...Additionally, BEM is able to rigorously handle infinite or semi-infinite domains in wave-propagation problems, without suffering from undesirable boundary effects like wave reflection from artificially truncated boundaries (Brebbia et al. 1984; Brebbia and Domínguez 1989)....
[...]
...Additionally, BEM is able to rigorously handle infinite or semi-infinite domains in wave-propagation problems, without suffering from undesirable boundary effects like wave reflection from artificially truncated boundaries (Brebbia et al. 1984; Brebbia and Domínguez 1989). As a pioneer in the application of BEM, Domínguez (1978a, 1978b) was the first to apply the method to foundation mechanics problems to obtain impedances of rectangular foundations embedded in an elastic half-space, as noted by Kausel (2010). Around the same time, Banerjee (1978) developed boundary element approaches for axially loaded single piles....
[...]