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转换层有粘结预应力大梁施工技术

Construction Technology for Bonded Prestressed Girder of Transition Floor
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出处 《施工技术》 CAS 北大核心 2006年第3期28-29,共2页 Construction Technology
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  • 1EFNARC. Specification and Guidelines for Self-Compacting Concrete,Nov. 2001.
  • 2Okamura, H., Development of Self-Compacting Concrete, presentation as a Ferguson Lecture at ACI Fall Convention, New Orleans, Nov, 6,1996.
  • 3Wallevik, O. H., et al. Optimisation of Mix Design, Report on Workpackage 5.2, TOPIC (Technically Optimised Piling Concept), European Commission, 2002.
  • 4Wallevik, O. H., Rheology of Cement Suspensions. The Icelandic Building Research Institute, Nov. 2001.
  • 5JSCE. Recommendation for Self-Compacting Concrete. Concrete Engineering Series 21, Concrete Committee of Japan Society of Civil Engineers, Aug. 1999.
  • 6Bernabeu. SCC: Form-System and Surface Quality, Final Synthesis Report, Brite EuRam Contract No. BRPR-CT96-0366, 2000 - 04 -17, pp83.
  • 7Tvisksta, L., SCC: Guideiline, Task 9 End Product, Brite EuRam Contract No. BRPR-CT96 - 0366, 2000 - 07 - 13, pp. 48.
  • 8Bernabeu, et al. SCC: Production System for Civil Engineering, Final Report of Task 8.3, Brite EuRam Contract No. BRPR-CT96-0366, 2000 - 05 - 24, pp. 40.
  • 9Henriksen, H. V., et al. Concrete Technology-Development of concrete mixes for tunel elements and ramps and experiences from the concrete production and castings, Proceedings of Immersed Tunnel Conference, Copenhagen, April 2000, pp. D1 - 1 - 13.
  • 10Bernabeu, SCC: Productivity and Economy, Final Report of Task 8.6,Brite EuRam Contract No. BRPR-CT96-0366, 2000 - 06 - 20, pp.30.

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