Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Wen Ze Zeng"'
Publikováno v:
Meccanica. 48:491-499
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bcd31691d7fe3b4cf69742e2fbd1813
https://doi.org/10.1007/s11012-012-9691-6
https://doi.org/10.1007/s11012-012-9691-6
Autor:
Wen Ze Zeng, Zhi Yong Ai
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 37:758-770
SUMMARY This paper presents the analytical layer-element method to analyze the consolidation of saturated multi-layered soils caused by a point sink by considering the anisotropy of permeability. Starting from the governing equations of the problem,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ae4653a0376a529865ebef746920b72
https://doi.org/10.1002/nag.1126
https://doi.org/10.1002/nag.1126
Publikováno v:
Computers and Geotechnics. 38:227-232
After the application of a Laplace–Hankel transform, the governing equations of Biot’s consolidation are solved analytically by using the eigenvalue approach. Then the analytical layer-element of a single soil layer can be obtained in the transfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4bd9e544ab9ed4e3e161104883b7772
https://doi.org/10.1016/j.compgeo.2010.11.011
https://doi.org/10.1016/j.compgeo.2010.11.011
Autor:
Zhi Yong Ai, Wen Ze Zeng
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 36:533-545
SUMMARY A numerically efficient and stable method is developed to analyze Biot's consolidation of multilayered soils subjected to non-axisymmetric loading in arbitrary depth. By the application of a Laplace–Hankel transform and a Fourier expansion,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::345a0d9ed4e9eec4d84ec9b90a01409e
https://doi.org/10.1002/nag.1000
https://doi.org/10.1002/nag.1000