Soil Conditioning Tests on Sandy and Cobbly Soil for Shield Tunneling
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-0921-0.pdf
Reference25 articles.
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3. GB50021-2001 (2009) Code for investigation of geotechnical engineering. Ministry of Construction of the People’s Republic of China, Beijing, China
4. Gharahbagh E, Rostami J, Talebi K (2014) Experimental study of the effect of conditioning on abrasive wear and torque requirement of full face tunneling machines. Tunneling and Underground Space Technology 41:127–136, DOI: https://doi.org/10.1016/j.tust.2013.12.003
5. He SH, Zhang SC, Li CH, Zhu ZP, Liu XB, Wang DH, Liu YP (2017) Blowout control during EPB shield tunnelling in sandy pebble stratum with high groundwater pressure. Chinese Journal of Geotechnical Engineering 39(9):1583–1590, DOI: https://doi.org/10.11779/CJGE201709005 (in Chinese)
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