Zobrazeno 1 - 10
of 110
pro vyhledávání: '"Hao-jiang Ding"'
Publikováno v:
Scientific Reports, Vol 12, Iss 1, Pp 1-19 (2022)
Abstract Karst is a common engineering environment in the process of tunnel construction, which poses a serious threat to the construction and operation, and the theory on calculating the settlement without the assumption of semi-infinite half-space
Externí odkaz:
https://doaj.org/article/5c35292c9c4a43b18ff83e6f6092f698
Publikováno v:
Computers and Geotechnics. 76:75-82
This paper develops a semi-analytical solution for the transient response of an unsaturated single-layer poroviscoelastic medium with two immiscible fluids by using the Laplace transformation and the state-space method. Using the elastic–viscoelast
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2416f4d5d59a189a68454ed00376d2ae
https://doi.org/10.1016/j.compgeo.2016.01.005
https://doi.org/10.1016/j.compgeo.2016.01.005
Publikováno v:
Applied Mathematics and Mechanics. 37:683-694
The problem of a transversely isotropic functionally graded material (FGM) plate welded with a circular inclusion is considered. The analysis starts with the generalized England-Spencer plate theory for transversely isotropic FGM plates, which expres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3af999372ca83973afabf62b4f7681b5
https://doi.org/10.1007/s10483-016-2086-6
https://doi.org/10.1007/s10483-016-2086-6
Publikováno v:
Applied Mathematics and Mechanics. 36:417-426
Based on the generalized England-Spencer plate theory, the equilibrium of a transversely isotropic functionally graded plate containing an elastic inclusion is studied. The general solutions of the governing equations are expressed by four analytic f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7beb8b019a0574045c26d04523b64bfb
https://doi.org/10.1007/s10483-015-1950-9
https://doi.org/10.1007/s10483-015-1950-9
Publikováno v:
Acta Mechanica. 226:1571-1590
Based on the England–Spencer plate theory, the elastic field in a transversely isotropic functionally graded plate with holes is analyzed by transforming the original three-dimensional (3D) problem into a two-dimensional (2D) one. The general solut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::372f0e7bf90691635b229049af23a548
https://doi.org/10.1007/s00707-014-1270-6
https://doi.org/10.1007/s00707-014-1270-6
Publikováno v:
Computers and Geotechnics. 57:17-23
The 1D consolidation of unsaturated multi-layered soil is studied based on the theory proposed by Fredlund and Hasan, and an analytical solution for a typical boundary condition is obtained by assuming all material parameters remain constant during c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f5512c4d9bd5226afdb31869badf5db
https://doi.org/10.1016/j.compgeo.2013.11.009
https://doi.org/10.1016/j.compgeo.2013.11.009
Publikováno v:
Applied Mathematics & Mechanics. Aug2008, Vol. 29 Issue 8, p999-1004. 6p. 1 Chart, 2 Graphs.
Publikováno v:
Archive of Applied Mechanics. 84:51-65
Based on England’s expansion formula for displacements, the elastic field in a transversely isotropic functionally graded annular plate subjected to biharmonic transverse forces on its top surface is investigated using the complex variables method.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddcb6faeeb8dc467f60e05cef3eebf0e
https://doi.org/10.1007/s00419-013-0782-1
https://doi.org/10.1007/s00419-013-0782-1
Publikováno v:
Computers and Geotechnics. 48:127-133
The one-dimensional transient response of unsaturated single-layer porous media is studied based on the theory of unsaturated porous media proposed by Zienkiewicz et al., and exact time-domain solutions are obtained for three types of nonhomogeneous
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00834e25cc3178da6643464a4ba565f0
https://doi.org/10.1016/j.compgeo.2012.08.001
https://doi.org/10.1016/j.compgeo.2012.08.001
Publikováno v:
Journal of Zhejiang University SCIENCE A. 14:61-70
Based on consolidation equations proposed for unsaturated soil, an analytical solution for 1D consolidation of an unsaturated single-layer soil with nonhomogeneous mixed boundary condition is developed. The mixed boundary condition can be used for sp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::03d6019aa9b3252f2e30fa4b015eff6a
https://doi.org/10.1631/jzus.a1200167
https://doi.org/10.1631/jzus.a1200167