Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Xinnian Zhu"'
Autor:
Yongqing Zeng, Yinghuan Zhang, Weidong Hu, Meixin Chen, Qisheng Hu, Xiaohong Liu, Xinnian Zhu
Publikováno v:
PLoS ONE, Vol 19, Iss 5, p e0300586 (2024)
In civil engineering, stability analysis of slope is one of the main content of design. By using the finite element limit analysis software OptumG2, a landslide geological model is established to simulate the failure process of the landslide in Huadu
Externí odkaz:
https://doaj.org/article/d47b3138e8b040ada77634bb992f7573
Publikováno v:
PLoS ONE, Vol 19, Iss 2, p e0298337 (2024)
This paper investigates the sliding surface failure characteristics, earth pressure distribution law and stability safety factor of inverted T-type retaining wall by using the finite element limit analysis software OptumG2, the effects of width of wa
Externí odkaz:
https://doaj.org/article/6c4867787bed4943be3f4e7b5bf8a574
Publikováno v:
Scientific Reports, Vol 12, Iss 1, Pp 1-25 (2022)
Abstract A reasonable method is proposed to calculate the active earth pressure of finite soils based on the drum deformation mode of the flexible retaining wall close to the basement’s outer wall. The flexible retaining wall with cohesionless sand
Externí odkaz:
https://doaj.org/article/530449b128ce4084b339af30b3a44664
Publikováno v:
PLoS ONE, Vol 17, Iss 3 (2022)
A series of model tests are carried out on flexible retaining walls such as cantilevered piles, continuous walls, and sheet pile walls in the foundation pit to study the deformation, failure surface, and earth pressure distribution of soils in a pass
Externí odkaz:
https://doaj.org/article/d5ec464f10ee4cd2b167e582ab3d8591
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
The horizontal differential layer element method was used to study the active earth pressure of the finite-width soil formed by the rigid retaining wall for the embankment or adjacent foundation pits. The cohesionless soil was taken as the research o
Externí odkaz:
https://doaj.org/article/247b7ca7ee654546951a0b49670010b8
Autor:
Xinnian Zhu1 11999496@hnist.edu.cn, Weidong Hu2 11996498@hnist.edu.cn, Yongqing Zeng1 1013433575@qq.com, Tao Hu3 822111140449@vip.hnist.edu.cn, Siqing Jiang3 822111140452@vip.hnist.edu.cn, Weiwei Wang1 12013032@hnist.edu.cn
Publikováno v:
IAENG International Journal of Applied Mathematics. Dec2022, Vol. 52 Issue 4, p875-889. 15p.
Publikováno v:
International Journal of Geomechanics. 23
Autor:
Xinnian Zhu1 11999496@hnist.edu.cn, Yongqing Zeng1 1013433575@qq.com, Weidong Hu2 11996498@hnist.edu.cn, Xiaohong Liu2 11991491@hnist.edu.cn, Xiyu Zhou3 14162601465@vip.hnist.edu.cn
Publikováno v:
Engineering Letters. Jun2021, Vol. 29 Issue 2, p339-350. 12p.
Publikováno v:
Arabian Journal of Geosciences. 15
Publikováno v:
Arabian Journal of Geosciences. 15