Experimental Study on Moment Adjustment Factor of Waterconveyance Tunnel Segment Lining
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TU 94

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    Abstract:

    In segmental linings with staggered joints,the bending moment near a radial joint is weaker than that in its neighbor segment because of their difference in flexural rigidity.The joint effect is mainly materialized by adjusting the ratio of bending moment near a joint to that in the segment near the joint.Since there is no general formula to calculate the moment adjustment factor ξ so far,a full scale test will be one practical approach to determine the factor ξ.Because it is too expensive to do a full scale test for every project,referring to similar projects is a common practice for determining the factor ξ,which introduces much casualness to engineering projects.In this paper,a fullscale segment joint test was carried out,changing the radial force P and axial force F on lining segments,the internal force of the structure is calculated,the relationship between adjustment factor ξ and average moment M,axial force F,and segment length L is established,some useful conclusions are drawn.

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SHEN Biwei, DING Wenqi, PENG Yicheng, YAN Zhiguo. Experimental Study on Moment Adjustment Factor of Waterconveyance Tunnel Segment Lining[J].同济大学学报(自然科学版),2011,39(7):994~999

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History
  • Received:June 07,2010
  • Revised:May 14,2011
  • Adopted:January 10,2011
  • Online: July 27,2011
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