Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Zongjian Wang"'
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97fa193c33da4be52c615b20fe0563c9
https://doi.org/10.1007/s12517-022-10813-z
https://doi.org/10.1007/s12517-022-10813-z
Publikováno v:
Rock Mechanics and Rock Engineering. 54:5667-5681
To evaluate the ultimate capacity of the ground reinforced embankments, most of the research have been focused on high levels of impact energy. However, many existing embankments have been impacted by several blocks without collapsing. The residual c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7364c9c106627fc1bb3bd3d204464fb
https://doi.org/10.1007/s00603-021-02573-1
https://doi.org/10.1007/s00603-021-02573-1
Publikováno v:
Rock Mechanics and Rock Engineering. 54:5651-5666
Reinforced soil wall has proved to have excellent impact resistance in engineering, but less attention has paid to their failure process and dynamic response subjected to impact loading. The authors performed model tests and numerical simulations of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::331c23fa1c833c39da0568631e7c12a0
https://doi.org/10.1007/s00603-021-02579-9
https://doi.org/10.1007/s00603-021-02579-9
Publikováno v:
Geotextiles and Geomembranes. 49:97-108
The deformation performance and settlement failure mechanism of geosynthetics-reinforced soil (GRS) walls are the two key points of engineering design under the differential settlement. This paper presents model tests of deformation performance and f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df86421ac6ca7f01a87c5ebf190c1b24
https://doi.org/10.1016/j.geotexmem.2020.09.007
https://doi.org/10.1016/j.geotexmem.2020.09.007
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac7622ea8c67317c37b653a17b3ca536
https://doi.org/10.2139/ssrn.4069677
https://doi.org/10.2139/ssrn.4069677
Publikováno v:
Engineering Geology. 313:106953
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55a276a30edb7a8d6bb21cade0b8a9d4
https://doi.org/10.1016/j.enggeo.2022.106953
https://doi.org/10.1016/j.enggeo.2022.106953
Publikováno v:
Engineering Geology. 193:288-296
Heavy seismic damage tends to occur in embankments when ground water is present. This paper proposes and applies a numerical procedure to evaluate slope stability during seismic loading. Seismic failure is herein defined to occur when a cumulative pl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5af6f4d97b91b3feebf5c31a76653eff
https://doi.org/10.1016/j.enggeo.2015.05.001
https://doi.org/10.1016/j.enggeo.2015.05.001
Autor:
Liang Lu1,2 luliangsky@163.com, Zongjian Wang3, Xiaoyuan Huang1,2, Bin Zheng1,2, Katsuhiko Arai4
Publikováno v:
Mathematical Problems in Engineering. 2014, p1-13. 13p.
Publikováno v:
Applied Mechanics and Materials. :415-419
Several laboratory model tests were carried out on the bearing capacity of strip footings on reinforced soil foundation and reinforced slope. Compared with unreinforced cases, the deformation and failure of reinforced earth in different foundation co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcebb3f3d5365b3a6a1f45469d0ec98b
https://doi.org/10.4028/www.scientific.net/amm.580-583.415
https://doi.org/10.4028/www.scientific.net/amm.580-583.415
Analysis of Long-Term Deformation of Reinforced Retaining Wall Using Optical Fiber Sensor Geotextile
Publikováno v:
Applied Mechanics and Materials. :338-343
Geotextile have been widely used in the reinforced retaining wall, but it is not easy to measure the deformation of the wall during and after construction. To assess the deformation stability of the reinforced retaining wall, an optical fiber sensor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6dfcfdc263a93cc41168c4a8085e6e6
https://doi.org/10.4028/www.scientific.net/amm.580-583.338
https://doi.org/10.4028/www.scientific.net/amm.580-583.338