Experimental Study on the Formation and Characteristics of Mud Filtration Cake in Large-Diameter Slurry Shield Tunneling
Author:
Affiliation:
1. School of Water Conservancy Science and Engineering, Zhengzhou University, Zhengzhou 450001, Henan, China
2. Henan Yellow River Bureau, Xinxiang Yellow River Bureau, Xinxiang 453003, Henan, China
Abstract
Funder
National Natural Science Foundation of China
Publisher
Hindawi Limited
Subject
Civil and Structural Engineering
Link
http://downloads.hindawi.com/journals/ace/2021/6658258.pdf
Reference27 articles.
1. Analysis of ground surface settlement induced by a large EPB shield tunnelling: a case study in Beijing, China
2. Effect of the nozzle structure of the large-diameter slurry shield cutterhead on the scouring characteristics
3. Numerical Study and Field Monitoring of the Ground Deformation Induced by Large Slurry Shield Tunnelling in Sandy Cobble Ground
4. Additives for Slurry Shields in Highly Permeable Ground
5. Bentonite slurry infiltration into sand: filter cake formation under various conditions
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1. New insight into the additives in preparation and reduction of shield slurry;Scientific Reports;2023-09-25
2. AHP-FSE-Based Risk Assessment and Mitigation for Slurry Balancing Shield Tunnel Construction;Journal of Environmental and Public Health;2022-06-13
3. Experimental Study on Dynamic Mechanical Characteristics of Mud Slurry Penetrating into Excavation Surface of Large Diameter Slurry Shield;Arabian Journal for Science and Engineering;2022-03-24
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