Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Raymond W M Cheung"'
Publikováno v:
Proceedings of The HKIE Geotechnical Division 42nd Annual Seminar: A New Era of Metropolis and Infrastructure Developments in Hong Kong, Challenges and Opportunities to Geotechnical Engineering.
The most challenging aspect of the CKR-KTW Contract is the construction of maximum 35m deep Underwater Tunnel (UWT) submerged in Kowloon Bay which is a typhoon shelter with marine constraints from several stakeholders such as Hong Kong China Gas requ
Publikováno v:
Proceedings of The HKIE Geotechnical Division 42nd Annual Seminar: A New Era of Metropolis and Infrastructure Developments in Hong Kong, Challenges and Opportunities to Geotechnical Engineering.
The construction of submerged tunnels at marine areas is a difficult challenge faced by both Contractor’s and Designer’s as the excavation and tunnel construction works will be carried out over water exposing workers to safety risks for marine wo
Autor:
Raymond W. M. Cheung
Publikováno v:
Landslides. 18:3457-3473
The combination of dense urban development, hilly terrain, and intense seasonal rainfall has caused acute landslide problems in Hong Kong, which are manifested by a death toll of over 470 people since the late 1940s. Tackling landslide problems in an
Autor:
Raymond W. M. Cheung, Wilson H. Tang
Publikováno v:
Reliability and Optimization of Structural Systems ISBN: 9780203740965
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81de98d7d2b27780aa0ab2a73129d9b3
https://doi.org/10.1201/9780203740965-2
https://doi.org/10.1201/9780203740965-2
Autor:
Raymond W. M. Cheung
Publikováno v:
Geotechnical Safety and Reliability.
Autor:
Wilson H. Tang, Raymond W. M. Cheung
Publikováno v:
Geotechnical Safety and Reliability.
Probabilistic methods have been employed as a practical aid for slope management in respect of the stochastic nature of landsliding. The effect of deterioration on the reliability of slopes of various periods of service, however, has seldom been cons
Autor:
Dominic O. K. Lo, Raymond W. M. Cheung
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 137:1222-1235
Soil nailing is an effective and practical means for stabilizing slopes and supporting excavations. It has been used extensively in slope improvement works in Hong Kong since the mid-1990s. However, once a soil nail has been installed, it is difficul
Autor:
Herman Y K Shiu, Raymond W M Cheung
Publikováno v:
HKIE Transactions. 15:24-32
The long-term performance of soil-nailed slopes requires that the soil nails should be able to withstand corrosive attack from their local environment. Various types of corrosion protection methods for steel soil nails have been examined. Protection
Autor:
Raymond W. M. Cheung, Wilson H. Tang
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 131:589-597
The effect of deterioration on the reliability of slopes of various service periods has seldom been considered explicitly in the current reliability approach in slope engineering. Constant annual failure probabilities, that are commonly used in pract
Autor:
Wilson H. Tang, Raymond W. M. Cheung
Publikováno v:
Géotechnique. 55:85-94
Probabilistic methods have been employed as a practical aid for slope management in respect of the stochastic nature of landsliding. The effect of deterioration on the reliability of slopes of various periods of service, however, has seldom been cons