Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Si Feng Zhang"'
Publikováno v:
Key Engineering Materials. :579-583
Affected by various external factors, the tensile force of prestressed anchorage structures presents loop and fluctuation characteristics in practical engineerings, which will cause severe impact on the inner anchoring section of the prestressed anch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd2f769c3d4f401df191e9065855db55
https://doi.org/10.4028/www.scientific.net/kem.629-630.579
https://doi.org/10.4028/www.scientific.net/kem.629-630.579
Publikováno v:
Applied Mechanics and Materials. :1863-1867
In order to study anchor relaxation of pressure dispersive retaining wall, the numerical simulation model was designed to simulate the retaining wall with single anchor plate. The results showed that the pressure dispersive retaining wall had good ov
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d824351518f1569dbe70788e621dafd
https://doi.org/10.4028/www.scientific.net/amm.672-674.1863
https://doi.org/10.4028/www.scientific.net/amm.672-674.1863
Publikováno v:
Applied Mechanics and Materials. :1369-1373
Based on the summary of research methods and research results of durability of corroded steel bar and its structure, the factors that affect durability of corroded steel bar were summarized and the corrosion morphology and regularity of steel bar was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25499673ccc43bec0e9769436cb36f4e
https://doi.org/10.4028/www.scientific.net/amm.638-640.1369
https://doi.org/10.4028/www.scientific.net/amm.638-640.1369
Publikováno v:
Advanced Materials Research. :773-776
The ultimate bearing capacity of prestressed anchorage structure is directly related to the interfacial shear stress distribution characteristics of the inner anchorage section. Firstly, the axial stress distribution characteristics of the inner anch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::768163fe6af6a3f27a879e616c23820d
https://doi.org/10.4028/www.scientific.net/amr.919-921.773
https://doi.org/10.4028/www.scientific.net/amr.919-921.773
Publikováno v:
Advanced Materials Research. :50-53
One of the main failure forms of inner bond section for prestressed anchorage structure is the failure of interface between the rock mass and the grouting body, so this interface is usually one of the weak link of the whole anchorage system, and so i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dbbec7099e1c4c876dc2fc045b933c8a
https://doi.org/10.4028/www.scientific.net/amr.671-674.50
https://doi.org/10.4028/www.scientific.net/amr.671-674.50
Publikováno v:
Proceedings of the 4th 2016 International Conference on Material Science and Engineering (ICMSE 2016).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::082713df0524f6faa65be2f2269b132d
https://doi.org/10.2991/icmse-16.2016.29
https://doi.org/10.2991/icmse-16.2016.29
Publikováno v:
Applied Mechanics and Materials. :1202-1206
Geotechnical prestressed anchorage structures are widely used in high slope, deep foundation pit, dam and other geotechnical reinforcement engineerings. Under the influence of the outside environment, its pretensioned force is not fixed, but presents
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::279441492f68b9723bad5ae2e562d151
https://doi.org/10.4028/www.scientific.net/amm.170-173.1202
https://doi.org/10.4028/www.scientific.net/amm.170-173.1202
Publikováno v:
Applied Mechanics and Materials. :1859-1864
The development and evolution regularity of the interface shear stress for the inner bond section of geotechnical prestressed anchorage structure is directly related to the ultimate bearing capacity and its long-term durability. By adopting the simil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::782d0dbe1ef529c714c93380c1dd8ac2
https://doi.org/10.4028/www.scientific.net/amm.90-93.1859
https://doi.org/10.4028/www.scientific.net/amm.90-93.1859
Publikováno v:
Advanced Materials Research. :3157-3166
Based on the theory of particle flow code, the micro-numerical analysis model is established to study the anchorage performance of geotechnical prestressed anchorage structures. According to the numerical model tests, the development regularity of st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a34a9056641996b0cda25006d682003
https://doi.org/10.4028/www.scientific.net/amr.243-249.3157
https://doi.org/10.4028/www.scientific.net/amr.243-249.3157
Publikováno v:
2010 Second IITA International Conference on Geoscience and Remote Sensing.
nowadays, long-distance data transmission is one of the key features for remote sensing systems such as seismic exploration. In these kinds of systems, ordinary twisted pair is more suitable than fiber optics because of working environments or limite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2031896073aa1265ec10b1dd9a7dd3a
https://doi.org/10.1109/iita-grs.2010.5602913
https://doi.org/10.1109/iita-grs.2010.5602913