
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.
Study on ground settlement of large diameter slurry shield construction in water-rich sandy gravel stratum
Zhao Baohua1、Hu Xibo2、Zhang Bing1、Li Wenjun1
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.
water-rich sandy gravel / large diameter / slurry shield / settlement law
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