Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Xilin Lü"'
Autor:
Xianlin Liu, Xilin Lü, Yu Shao, Chuan Chen, Guangbin Liu, Yishan Li, Mingzhi Li, Xinyu Wu, Youdong Chen
Publikováno v:
Frontiers in Earth Science, Vol 12 (2024)
High and steep sandstone slopes along highway line are at high risk of disasters such as landslides, cracking of support structures, and so on. The monitoring, early warning, and emergency response of such slope disaster face enormous challenges, esp
Externí odkaz:
https://doaj.org/article/59cf91abbd574054bcc42b1fad86e4c0
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
With the rapid development of infrastructure construction in western China where hilly and gully areas are distributed, there are lots of large-scale filling engineering in recent years. In the area where collapsible loess is widely distributed, it i
Externí odkaz:
https://doaj.org/article/1c220326301c4cebaa64a95216c020e9
Publikováno v:
SCIENTIA SINICA Technologica. 52:1022-1034
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:717-738
Publikováno v:
Advances in Frontier Research on Engineering Structures Volume 1 ISBN: 9781003336631
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a100cb013f2bbf83ad7932cd9195660a
https://doi.org/10.1201/9781003336631-68
https://doi.org/10.1201/9781003336631-68
Publikováno v:
International Journal of Geomechanics. 22
Autor:
Zhifa Qin, Jiaxu Jin, Xilin Lü, Xinlei Zhang, Yongyong Chen, Mingxu Li, Shenghao Zuo, Jinyan Shi
Publikováno v:
Construction and Building Materials. 389:131802
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
With the rapid development of infrastructure construction in western China where hilly and gully areas are distributed, there are lots of large-scale filling engineering in recent years. In the area where collapsible loess is widely distributed, it i
Publikováno v:
Tunnelling and Underground Space Technology. 132:104916
Nonlocal regularized numerical analyses for passive failure of tunnel head in strain-softening soils
Publikováno v:
Computers and Geotechnics. 148:104834