Study on ground settlement of large diameter slurry shield construction in water-rich sandy gravel stratum

Zhao Baohua1、Hu Xibo2、Zhang Bing1、Li Wenjun1

Strategic Study of CAE ›› 2010, Vol. 12 ›› Issue (12) : 94-97.

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PDF(809 KB)
Strategic Study of CAE ›› 2010, Vol. 12 ›› Issue (12) : 94-97.

Study on ground settlement of large diameter slurry shield construction in water-rich sandy gravel stratum

  • Zhao Baohua1、Hu Xibo2、Zhang Bing1、Li Wenjun1

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Abstract

Beijing underground diameter project is located in the water-rich sandy gravel formation, which is through many structures .Through the analysis of actual monitoring results,the law of tunneling parameters to surface subsidence and deformation law of important buildings around were summarized. Deformation control was successful compared with similar projects.

Keywords

water-rich sandy gravel / large diameter / slurry shield / settlement law

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Zhao Baohua,Hu Xibo,Zhang Bing,Li Wenjun. Study on ground settlement of large diameter slurry shield construction in water-rich sandy gravel stratum. Strategic Study of CAE, 2010, 12(12): 94‒97
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