Zobrazeno 1 - 4
of 4
pro vyhledávání: '"He-yang Shi"'
Publikováno v:
Bulletin of Engineering Geology and the Environment. 81
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf39912986e45f5f4b2953d2e91d2a2f
https://doi.org/10.1007/s10064-022-02886-7
https://doi.org/10.1007/s10064-022-02886-7
Autor:
He-yang Shi, Guang-hui Chen
Publikováno v:
Journal of Central South University. 28:1546-1554
Many analytical methods have been adopted to estimate the slope stability by providing various stability numbers, e.g. static safety of factor (static FoS) or the critical seismic acceleration coefficient, while little attention has been given to the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3a063a58a8e275b81df5e4fa798f151
https://doi.org/10.1007/s11771-021-4695-9
https://doi.org/10.1007/s11771-021-4695-9
Publikováno v:
International Journal of Geomechanics. 21
Geotechnical structures often have position-dependent soil strength parameters as a consequence of stress history, deposition process, mineralogical composition, and weathering effect. How...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::185ca39dcfc0c8cf03fd7e076438a1fd
https://doi.org/10.1061/(asce)gm.1943-5622.0002118
https://doi.org/10.1061/(asce)gm.1943-5622.0002118
Publikováno v:
Computers and Geotechnics. 124:103637
This study aims to propose an effective approach to estimate the earthquake-induced displacements of a slope in heterogeneous soils considering the tensile strength cut-off. In the framework of the upper-bound limit analysis theory, an improved failu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::408befdaf50c8bcd81d5809ec699bd16
https://doi.org/10.1016/j.compgeo.2020.103637
https://doi.org/10.1016/j.compgeo.2020.103637