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Akademický článek
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Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
A high-resolution microseismic (MS) monitoring system was implemented at the right bank slope of the Dagangshan hydropower station in May 2010 to analyse the slope stability subjected to continuous excavation. The MS monitoring system could real-time
Externí odkaz:
https://doaj.org/article/f6e78947872a472586726f3790b971d2
Publikováno v:
Zhonghua er bi yan hou tou jing wai ke za zhi = Chinese journal of otorhinolaryngology head and neck surgery. 57(11)
Publikováno v:
Zhonghua shao shang za zhi = Zhonghua shaoshang zazhi = Chinese journal of burns. 36(9)
Publikováno v:
Acta orthopaedica Belgica. 83(1)
This study aimed to systematically compare the safety, effectiveness and radiological changes after lumbar pedicular dynamic stabilisation systems and fusion to treat lumbar degenerative disc disease . All studies that were performed to compare vario
Publikováno v:
Computers and Geotechnics. 69:424-441
The International Society for Rock Mechanics has suggested four methods to measure the mode I fracture toughness of rocks; however, the fracture behaviours of the suggested specimens are not fully understood, and the ideal crack growth hypotheses mad
Publikováno v:
European review for medical and pharmacological sciences. 21(17)
To investigate the correlation of type 2 diabetes mellitus (DM) complicated with osteoporosis with lipid metabolism, adipokines and inflammatory factors, and to define the risk factors via the multivariate regression analysis.A total of 80 patients w
Publikováno v:
Advanced Materials Research. :889-893
The right bank underground powerhouse of Houziyan hydropower station is a typical deep-buried type with high geostress and complicated geological conditions. To monitor and analyze the stability of surrounding rock mass during continuous excavation o
Publikováno v:
Advanced Materials Research. :878-882
The underground powerhouse of Houziyan hydropower station has some typical characteristics such as high strata stress, large span and high sidewalls. In this paper, numerical simulation of continuous excavation and support of the underground caverns
Akademický článek
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