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基坑工程框架逆作法施工技术及工程实践 被引量:1

Uni-axial Technology and Engineering Practice of Foundation Pit Engineering Framework
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摘要 本文依托上海市北外滩白玉兰广场E区基坑工程,简要介绍了基坑工程框架逆作法的施工技术。该施工工艺在背景工程中得到了成功应用,取得了良好的经济和社会效益,实践效果良好,可为类似工程的设计与施工提供参考和借鉴。 This paper relies on the Magnolia Plaza E district Foundation Pit Engineering in Shanghai north bund, briefly in-troduces the framework uni-axial construction technology of foundation pit engineering. This construction technology has been successful y used in the background engineering, and ac-hieved good economic and social benefits, the practice effect is good, can provide reference for design and construction of si-milar engineering.
作者 江仙
出处 《城市建筑》 2014年第8期152-153,共2页 Urbanism and Architecture
关键词 基坑工程 框架逆作 叠合施工 foundation pit engineering framework framewo-rk uni-axial laminated construction
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  • 1戴斌,王卫东,徐中华.密集建筑区域中深基坑全逆作法的设计与实践[J].地下空间与工程学报,2005,1(4):579-583. 被引量:34
  • 2O' Rourke T D, Cording E J, Boscardin M D. The ground movements related to braced excavations and their influence on adjacent structures [ R ]. Washington D C: U. S. Department of Transportation, 1976.
  • 3Boscardin M D, Cording E J, O' Rourke T D. Case studies of building behavior in response to adjacent excavation [ R ]. Washington D C: U. S. Department of Transportation , 1979.
  • 4Ou C Y, Liao J T, Cheng W L. Building response and ground movements induced by a deep excavation [ J ]. Geotechnique, 2000, 50 (3) : 209-220.
  • 5Finno R J, Bryson L S. Response of building adjacent to stiff excavation support system in soft clay [ J ]. Journal of Performance of Constructed Facilities, ASCE, 2002, 16 (1) : 10-20.
  • 6上海市建筑科学研究院房屋质量检测站.兴业大楼相邻建筑物检测与监测的初步报告[R].上海:上海市建筑科学研究院房屋质量检测站,1998.
  • 7Bjerrum L. Allowable settlements of structures [ C ]// Proceedings of European Conference on Soil Mechanics and Foundation Engineering. Wiesbaden, Germany: 1963: 135-137.
  • 8Skempton A W, McDonald D H. The allowable settlements of buildings[ J]. The Institute of Civil Engineers, Part Ⅲ, 1956, (5) : 727-768.

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