Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Weikang Cheng"'
Publikováno v:
Journal of Mechanics. 38:610-620
To explore the influence law of dry–wet cycles on the microstructure of expansive soil and the deterioration effect of macroscopic shear strength, the correlation between the change in the soil internal structure and the deterioration of the mechan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e2d06f860c21be958bcb8b9ec7703ddf
https://doi.org/10.1093/jom/ufac048
https://doi.org/10.1093/jom/ufac048
Publikováno v:
Frontier Research: Road and Traffic Engineering ISBN: 9781003305002
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::134d5874e4d06091147b9d41e31a42f3
https://doi.org/10.1201/9781003305002-39
https://doi.org/10.1201/9781003305002-39
Publikováno v:
2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5583abb9074eda964c50658a14556bf8
https://doi.org/10.1109/ichceswidr54323.2021.9656391
https://doi.org/10.1109/ichceswidr54323.2021.9656391
Autor:
Bo Zhang, Weikang Cheng, Li Jianbiao, Fanghua Liu, Qingrui Chen, Shuxiang Zhang, Xuanrong Zheng, Gao Lv
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 791:012056
Shield crossing loess stratum will encounter many engineering problems such as excessive local soil deformation and ground collapse crater. Based on the phenomenon and characteristics of soil deformation caused by large-diameter shield crossing loess
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e277b6ef589b3cb93791bab85387e953
https://doi.org/10.1088/1755-1315/791/1/012056
https://doi.org/10.1088/1755-1315/791/1/012056
Autor:
Kang Yang, Qingrui Chen, Xuanrong Zheng, Lei Qi, Yin Zhanbo, Xuexuan Shang, Jiahui Qi, Weikang Cheng
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 791:012006
This paper takes the project of Hejiaying Station of Xi’an Subway Line 2 as the background for the study. The dynamic numerical simulation of the construction process of the station by the PBA method is carried out using the 3D finite element metho
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6f7d228c8c19f9b2faf0e0610adffc6
https://doi.org/10.1088/1755-1315/791/1/012006
https://doi.org/10.1088/1755-1315/791/1/012006
Autor:
Weikang Cheng, Jiahui Qi, Qingrui Chen, Gao Lv, Xuanrong Zheng, Ruilei Xue, Kang Yang, Xuexuan Shang
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 783:012163
The occurrence of grouting defect areas in metro concealed excavation tunnels will lead to water seepage or deformation of the tunnels, which in turn will affect the metro operation and the safety of the buildings around the metro. In order to detect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e2f370770ed781597e367bd6b06d0d8
https://doi.org/10.1088/1755-1315/783/1/012163
https://doi.org/10.1088/1755-1315/783/1/012163