Construction Techniques of Deep Diaphragm Wall in the Yellow River-Crossing Project in South-to-North Water Transfer

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Abstract:

Yellow River-Crossing Project in South-to-North Water Transfer approach through the use of shield tunnel and its north bank departure shaft adopts diaphragm wall as enclosure structure. The depth of continuous wall of its shielding starting shaft is 76.6m, which is the deepest at present in china. The continuous diaphragm wall travels through the layer of silver sand, medium sand and loam from top to bottom, where the geological conditions are poor with large difficulty of construction. This paper sets forth construction of guide wall, reinforcing measures before construction, Trenching process, groove segment connections, innovative technologies of uplifting huge reinforcing cage and so on, which will provide guidance and lessons for the similar project

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Periodical:

Advanced Materials Research (Volumes 250-253)

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1212-1216

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Preliminary Design for Yellow River-Crossing Project in South-to-North Water Transfer, Joint Project Team Report of Yellow River-Crossing Project in South-to-North Water Transfer(2004), Wuhan.

DOI: 10.3724/sp.j.1201.2011.01021

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[2] Zhao Chunyan, Shi Zhendong, Chen Jianjun : Construction Techniques on the Continuous Wall of Staring Well or the Project Through the Yellow River of South-North Water Transfer, Chinese Journal of Underground Space and Engineering, 3(4)( 2007), 726-731 .

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[3] Cong Aisen:The Design and Construction and Application of Diaphragm Walls, China Water Power Press(2001), Beijing.

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