ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2017, Vol. 37 ›› Issue (10): 1303-1308.DOI: 10.3973/j.issn.1672-741X.2017.10.014

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Experimental Study of Segment Joint Sealing Gasket Forms of Deep Drainage Shield Tunnel in Shanghai under High Water Pressure

ZHU Mingqin1, 2, DING Wenqi1, 2, JIN Yuelang1, 2, GONG Chenjie1, 2, SHEN Yi3   

  1. (1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, Tongji University, Shanghai 200092, China; 3. Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., Shanghai 200092, China)
  • Received:2017-05-08 Revised:2017-09-25 Online:2017-10-20 Published:2017-10-26

Abstract:

The crosssection form of sealing gasket for segment joint of deep drainage shield tunnel in Shanghai with high water pressure (1.2 MPa) is designed and studied so as to meet the longterm waterproofing performance of segment joint sealing gasket under conditions of opening of 8 mm and dislocation of 10 mm. The waterproofing performance and closed compression force of sealing gaskets with different crosssection forms are numerically simulated; the sealing gasket crosssection form with optimal waterproofing and mechanical performance is obtained by comparison and optimization; and the waterproofing performance and closed compression force are tested. The test results show that the sealing gasket with recommended crosssection form (with Shore A Hardness of 67) can meet the requirement of longterm waterproof and requirement of segment assembling under segment joint opening of 8 mm and dislocation of 10 mm and high water pressure of 1.2 MPa.

Key words: shield tunnel, high water pressure, segment joint, joint waterproofing experiment, sealing gasket, waterproofing performance

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