Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Xiu-zhu Yang"'
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811523489
With the rapid development of urban rail transit in China, an increasing number of subway stations are being built in the centres of densely populated and congested cities. In such scenarios, the foundation pit constructed by one half-cover excavatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fa87aba10961a5a516704bfca49407c
https://doi.org/10.1007/978-981-15-2349-6_19
https://doi.org/10.1007/978-981-15-2349-6_19
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811523489
In order to study the dynamic response of the operation tunnel lining and the accuracy of taking strains as the controlling parameter when the adjacent rock was blasted, field experiments were carried out based on the blasting excavation of a new clo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a3e0e5692362f7a73783997dfde4a05
https://doi.org/10.1007/978-981-15-2349-6_71
https://doi.org/10.1007/978-981-15-2349-6_71
Publikováno v:
Applied Mechanics and Materials. :1685-1689
Jet grouting piles were used to reinforce overlying soil of shallow buried tunnel under unsymmetrical pressure. Displacement and strain was simulated during tunnelling with three steps excavation method under condition of reinforcement and unreinforc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::635bcade2c5229dd6025557b2789097d
https://doi.org/10.4028/www.scientific.net/amm.170-173.1685
https://doi.org/10.4028/www.scientific.net/amm.170-173.1685
Publikováno v:
Advanced Materials Research. :3349-3354
The sixth line of Guangzhou Metro Subway is partially located in silty fine sand layer, which is incompact, rich in water, and has high permeability and low bearing capability. When tunnelling in this section, it is easy to bring about gush of water
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b89bfc758b21a3db92a70dd292590e27
https://doi.org/10.4028/www.scientific.net/amr.243-249.3349
https://doi.org/10.4028/www.scientific.net/amr.243-249.3349