Zobrazeno 1 - 10
of 134
pro vyhledávání: '"Engineering disasters"'
Publikováno v:
Frontiers in Earth Science, Vol 11 (2023)
The construction of city intersection tunnels cause multiple redistribution of surrounding rock stress, resulting in the engineering disasters such as instability in existing tunnels and collapses of ground buildings. To mitigate formation disturbanc
Externí odkaz:
https://doaj.org/article/3f426d19bde8485585d0f17b4355f20a
Publikováno v:
Frontiers in Earth Science, Vol 10 (2022)
Externí odkaz:
https://doaj.org/article/fd2095e5995f4750b41cee9836a3d15f
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:5053-5060
Soil liquefaction has been accepted as one of the factors causing natural disasters and engineering failures in the seismic. The mathematic prediction model for soil liquefaction is widely accepted, and the standard penetration (SPT) and cone penetra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5b1a7db6aabd6cfecbf46a78c44ee7b
https://doi.org/10.1007/s10064-021-02250-1
https://doi.org/10.1007/s10064-021-02250-1
Publikováno v:
Mathematical Problems in Engineering, Vol 2021 (2021)
The gushing water disaster in tunnels is a kind of harmful and risky engineering disaster. It has become a key problem to evaluate the risk of tunnel gushing water accurately and objectively. A case study of a typical highway tunnel is performed for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::66ebef59bfe4be4216255d40de21ef1b
https://doi.org/10.1155/2021/6661609
https://doi.org/10.1155/2021/6661609
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
A series of changes of mechanical properties such as fracture development, relaxation, collapse deformation, and strength decreasing of the surrounding rock of loess tunnels occur due to shearing and immersing, and loess tunnels will be prone to engi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b2654a27de52403d03bd54fbf18a686d
https://doi.org/10.1155/2021/6671666
https://doi.org/10.1155/2021/6671666
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
With the concept of smart geogrid coming out, many scholars have built optical fiber into the geogrid to form a kind of smart geogrid material with self-sensing function of structural deformation. It can not only reinforce the parts with potential sa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6882e2cc21b558c7226ed6fd75b2225e
https://doi.org/10.1155/2020/6661807
https://doi.org/10.1155/2020/6661807
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Publikováno v:
Journal of Mountain Science. 17:1509-1522
Slope failure due to improper excavation is one of common engineering disasters in China. To explore the failure mechanism of soil slope induced by toe excavation, especially to investigate the influence of excavation unloading path and rate on slope
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f88e88055e396bce0ca30fc210b1077
https://doi.org/10.1007/s11629-019-5605-6
https://doi.org/10.1007/s11629-019-5605-6
Autor:
Zhang Qi, Zongqing Zhou, Meixia Wang, Liping Li, Geng Yang, Weimin Yang, Ding Ruosong, Shi Shaoshuai
Publikováno v:
Geotechnical and Geological Engineering. 38:2465-2477
Based on the theory of attribute mathematics, this paper improves on the attribute interval evaluation theory. The main feature is that the evaluation index is an interval rather than a certain value. Using single index attribute analysis of the uppe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5108a1eb888dc17ce91e9d4657f4f682
https://doi.org/10.1007/s10706-019-01162-y
https://doi.org/10.1007/s10706-019-01162-y