Experimental study on the influences of water content, consolidation time, and soil conditioning on the adhesion of clay in EPB shields
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-02941-3.pdf
Reference29 articles.
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2. Fang Y, Wang K, Tao LM, et al (2020) Experimental study on clogging of cutterhead for panel earth-pressure-balance shield tunneling in cohesive strata. Yantu Gongcheng Xuebao/Chinese J Geotech Eng 42:1651–1658. https://doi.org/10.11779/CJGE202009009
3. Gharahbagh EA, Qiu T, Rostami J (2013) Evaluation of granular soil abrasivity for wear on cutting tools in excavation and tunneling equipment. J Geotech Geoenvironmental Eng 139:1718–1726. https://doi.org/10.1061/(asce)gt.1943-5606.0000897
4. Heuser M, Spagnoli G, Leroy P et al (2012) Electro-osmotic flow in clays and its potential for reducing clogging in mechanical tunnel driving. Bull Eng Geol Environ 71:721–733. https://doi.org/10.1007/s10064-012-0431-x
5. Hollmann FS, Thewes M (2013) Assessment method for clay clogging and disintegration of fines in mechanised tunnelling. Tunn Undergr Sp Technol 37:96–106. https://doi.org/10.1016/j.tust.2013.03.010
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