Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Chengyu Miao"'
Autor:
Xiaoming SUN, Mingqun ZHU, Yong ZHANG, Aiguo XU, Li CUI, Chengyu MIAO, Chengwei ZHAO, Shangkun ZHANG
Publikováno v:
工程科学学报, Vol 45, Iss 10, Pp 1693-1703 (2023)
Deep rock mass is in a complex mechanical environment characterized by high ground stress, high ground temperature, high karst water pressure, and strong mining disturbance, resulting in difficult support and high levels of failure in the pump chambe
Externí odkaz:
https://doaj.org/article/7a68d3160415482e83df2cc99f3956f4
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
Investigating the creep structural effect of layered rock mass is of great practical and theoretical significance. In this paper, taking the Muzhailing tunnel as an example, structure effect of layered rock mass based on acoustic emission characteris
Externí odkaz:
https://doaj.org/article/700d66f41b3c4d5691a5c8e5284abe8a
Publikováno v:
International Journal of Environmental Research and Public Health
Volume 20
Issue 5
Pages: 4055
Volume 20
Issue 5
Pages: 4055
Affected by the “three highs and one disturbance” (high ground pressure, high ground temperature, high permeability pressure, and strong mining disturbance), deep layered rock mass roadways often display large deformations, resulting in accidents
Publikováno v:
Engineering Failure Analysis. 144:106953
Publikováno v:
Engineering Failure Analysis. 142:106707
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
Investigating the creep structural effect of layered rock mass is of great practical and theoretical significance. In this paper, taking the Muzhailing tunnel as an example, structure effect of layered rock mass based on acoustic emission characteris
Publikováno v:
Arabian Journal of Geosciences. 13
n order to study the failure law of rockburst phenomenon which happened frequently at rock mass with joints in deep fault zone of XinJiang water delivery tunnel. The field prediction and prevention of rockburst are guided, so that the construction pr
Publikováno v:
Tunnelling and Underground Space Technology. 74:247-261
A physical modeling experiment was carried out to study deformation mechanism of tunnel excavated in the deep-buried soft rock strata. During the process of excavation, an infrared camera and a full-field strain measurement system were employed to ob
Publikováno v:
Journal of the American Ceramic Society. 99:2103-2109
Publikováno v:
Arabian Journal of Geosciences. 11
In this paper, a physical model experiment was conducted to study the deformation and failure mechanism of surrounding rock of deep-buried soft tunnel. With the help of noncontact displacement monitoring system, strain data acquisition system, and hi