Experimental study and engineering application of slurry permeability mechanism of slurry shield in circular-gravel stratum

Author:

Liu Dongshuang,Liu XinrongORCID,Lin Chengqian,Xiong Fei,Han Yafeng,Meng Qingjun,Zhong Zuliang,Chen Qiang,Weng Chengxian

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference25 articles.

1. Alem A, Elkawafi A, Ahfir ND, Wang HQ (2013) Filtration of kaolinite particles in a saturated porous medium: hydrodynamic effects. Hydrogeol J 21(3):573–586

2. Anagnostou G, Kovári K (1994) The face stability of slurry-shield-driven tunnels. Tunn Undergr Sp Tech 21(2):165–174

3. Broere W (2001) Tunnel face stability and new CPT applications. Delft University of Technology, Delft

4. Cao LQ, Zhang XL, Fang Q et al (2016) Seepage characteristics of slurry and its influence on ground strength of slurry shield in sand. J Beijing Jiaotong Univ 40(06):7–13, 31 (in Chinese)

5. Fritz P (2007) Additives for slurry shields in highly permeable ground. Rock Mech Rock Eng 40(1):81–95

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