Zobrazeno 1 - 2
of 2
pro vyhledávání: '"Jun Chao Gui"'
Publikováno v:
Engineering Analysis with Boundary Elements. 110:112-123
The flexibility matrices of layered transversely isotropic saturated viscoelastic soils are obtained by the extended precise integration method. The time-dependent solution to vertically loaded single pile in the soils is achieved through the couplin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5887e1de3e0d016e074d8ea542531ee6
https://doi.org/10.1016/j.enganabound.2019.10.010
https://doi.org/10.1016/j.enganabound.2019.10.010
Publikováno v:
Applied Mathematical Modelling. 76:172-192
The fractional Merchant viscoelastic model is introduced to simulate the viscoelasticity of soil skeleton in this study. According to the elastic-viscoelastic correspondence principle, elastic parameters including shear modulus Gv, horizontal elastic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::499ea17b46b028327a70325b5c919b25
https://doi.org/10.1016/j.apm.2019.06.018
https://doi.org/10.1016/j.apm.2019.06.018