Synchronous grouting of large diameter slurry shield in water-rich sandy gravel stratum

Zhang Changqiang、Zhai Zhiguo、Chen Mingjuan、Jin Zhongxiang

Strategic Study of CAE ›› 2010, Vol. 12 ›› Issue (12) : 75-78.

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PDF(807 KB)
Strategic Study of CAE ›› 2010, Vol. 12 ›› Issue (12) : 75-78.

Synchronous grouting of large diameter slurry shield in water-rich sandy gravel stratum

  • Zhang Changqiang、Zhai Zhiguo、Chen Mingjuan、Jin Zhongxiang

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Abstract

Through the statistical analysis of the technical data which based on shield tunneling, comprehensively considering the information of water-rich sandy gravel stratum, such as the tunneling parameter of the slurry shield machine, slurry parameter, shield posture and stratum deformation mechanism information, the empirical formula of the main parameters of synchronized grouting technologies is determined while the slurry shield is tunneling in sandy gravel stratum. It can guide the similar project construction.

Keywords

sandy gravel stratum / slurry shield / synchronous grouting / construction technology

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Zhang Changqiang,Zhai Zhiguo,Chen Mingjuan,Jin Zhongxiang. Synchronous grouting of large diameter slurry shield in water-rich sandy gravel stratum. Strategic Study of CAE, 2010, 12(12): 75‒78
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