Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Houxu HUANG"'
Autor:
Yi CAI, Huazhang SHEN, Houxu HUANG, Jiaping YAN, Guojun CAI, Yongxiang CAI, Bo YANG, Binyang SUN
Publikováno v:
Meitan kexue jishu, Vol 52, Iss 8, Pp 36-49 (2024)
To study the internal deformation evolution law of soil mass corresponding to subsidence stretching area of mining areas with thick loose layer, the No.10111-working face of Suntuan coal mine in Huaibei is selected, and No.1—3 vertical boreholes ar
Externí odkaz:
https://doaj.org/article/ecdf75b0a514469e9b6b9f0a10113c28
Publikováno v:
Scientific Reports, Vol 12, Iss 1, Pp 1-10 (2022)
Abstract When subjected to constant static load, after a period of damage accumulation and crack development, the rock will fail under a load lower than its compressive strength. The transform of loading rate may have a certain influence on the mecha
Externí odkaz:
https://doaj.org/article/32357900daa645f9a21238fc74795f5e
Autor:
Xiaofang Kang, Shuai Li, Guanghui Xia, Qinghu Xu, Dawei Man, Xianzeng Shi, Houxu Huang, Ying Xu
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
The vibration control system of a building structure under a strong earthquake can be regarded as a large complex system composed of a series of overlapping subsystems. In this paper, the overlapping decentralized control of building structure vibrat
Externí odkaz:
https://doaj.org/article/190c9792d8e04a59b97fd7ce5aae45e8
Publikováno v:
Applied Sciences, Vol 12, Iss 20, p 10303 (2022)
In order to investigate the compaction characteristics of graded crushed stone under repeated utilization, it is necessary to improve the utilization rate of road recycling crushed stone and maintain its strength and stability during recycling. In th
Externí odkaz:
https://doaj.org/article/b38ce9c8bea54191ba64f53d51abf970
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 6, Pp 1054-1070 (2017)
This paper presents a theoretical study on time-dependent dilatancy behaviors for brittle rocks. The theory employs a well-accepted postulation that macroscopically observed dilatancy originates from the expansion of microcracks. The mechanism and dy
Externí odkaz:
https://doaj.org/article/4f395fb239dc4472924db7c852a74042
Publikováno v:
Sustainability; Volume 14; Issue 19; Pages: 12932
The purpose of this study was to explore the effective prevention and control method of ground fissures in plain coal mining subsidence. Firstly, the model experiment was carried out, and then two typical working faces, working face A (WFA) and worki
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::202051e8a90b92500ebc72cfad4d767c
https://doi.org/10.3390/su141912932
https://doi.org/10.3390/su141912932
In order to analyse the variation of hydraulic pressure in cracks of water-saturated rock pillar under uniaxial compression,taking the water-saturated rock pillar as the research object,in which the cracks are divided into two types: longitudinal cra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cf7c279270fdc4ea899ffde9140f5cc
https://doi.org/10.21203/rs.3.rs-687253/v1
https://doi.org/10.21203/rs.3.rs-687253/v1
Publikováno v:
Bulletin of Engineering Geology and the Environment. 78:2943-2955
Geological masses can be regarded as rock blocks of different scale of structural planes with the ability to store various forms of energy. Propagation of stress waves generated by weak external disturbances in rock blocks may trigger the release of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0259ace15a5ab61fb9603c0267b36e08
https://doi.org/10.1007/s10064-018-1292-8
https://doi.org/10.1007/s10064-018-1292-8
Publikováno v:
Theoretical and Applied Fracture Mechanics. 115:103044
When subjected to long-term static loading, with the accumulation of damage and fracture, brittle rock would fails when the static loading is lower than the compressive strength of the rock, and the increasing of the static loading can generally shor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60f548c7e150a7d0ca121f9e9c964c79
https://doi.org/10.1016/j.tafmec.2021.103044
https://doi.org/10.1016/j.tafmec.2021.103044
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 6, Pp 1054-1070 (2017)
This paper presents a theoretical study on time-dependent dilatancy behaviors for brittle rocks. The theory employs a well-accepted postulation that macroscopically observed dilatancy originates from the expansion of microcracks. The mechanism and dy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2e1f89ea732f7ad9d3280910a50f2660
http://www.sciencedirect.com/science/article/pii/S1674775517301191
http://www.sciencedirect.com/science/article/pii/S1674775517301191