Dynamic response analysis of layered saturated frozen soil foundation subjected to moving loads
Author:
Affiliation:
1. Qinghai University, China
2. Qinghai University, China; Qinghai Provincial Key Laboratory of Energy-saving Building Materials and Engineering Safety, China
Publisher
FapUNIFESP (SciELO)
Link
http://www.scielo.br/scielo.php?script=sci_pdf&pid=S1679-78252024000200505&tlng=en
Reference44 articles.
1. Dynamic analysis of a transversely isotropic multilayered half-plane subjected to a moving load;Ai Z. Y.;Soil Dyn Earthq Eng,2016
2. An exact solution to layered transversely isotropic poroelastic media under vertical rectangular moving loads;Ai Z.Y.;Comput Geotech,2021
3. Plane strain dynamic responses of a multi-layered transversely isotropic saturated half-space;Ba Z.;Int J Eng Sci,2017
4. Dynamic effects of moving loads on road pavements: a review;Beskou N.D.;Soil Dyn Earthq Eng,2011
5. Theory of propagation of elastic waves in a fluid-saturated porous solid. I. low-frequency range;Biot M.A.;J Acoust Soc Am,1956
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