ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2019, Vol. 39 ›› Issue (1): 94-101.DOI: 10.3973/j.issn.2096-4498.2019.01.012
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HE Chao, ZHANG Peng, MA Baosong
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Abstract:
A stable soil arch between adjacent pipe jacks should be formed to prevent local collapse of the soil around the piperoof. Hence, the spacing of the pipe jacking should be rationally controlled. The soil arch between pipes formed at the top, middle and bottom of the fullface supported pipe curtain project is analyzed by soil arch theory based on supporting mechanism of piperoof;and the corresponding models of soil arch between pipes are established to analyze the force distribution of soil arch. The pipe jacking spacing control equation is obtained by using limit equilibrium condition of soil mass to check the stability of arch top and arch feet. The soil parameters of piperoof of Gongbei Tunnel of Hong KongZhuhaiMacao Bridge are analyzed to calculate the pipe jacking spacing, and the calculation result is 0.47 m, which is larger than actual value and indicates the rationality of the model mentioned above.
Key words: Gongbei Tunnel, piperoof method, soil arching effect, pipe jacking spacing, grouting reinforcement
CLC Number:
U 455.4
HE Chao, ZHANG Peng, MA Baosong. Calculation and Analysis of Pipe Jacking Spacing for Piperoof Project of Gongbei Tunnel[J]. Tunnel Construction, 2019, 39(1): 94-101.
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