Penetration load evolution rules of rock breaking by pre-cutting slit-assisted TBM disc cutter
Civil Engineering|更新时间:2025-11-14
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Penetration load evolution rules of rock breaking by pre-cutting slit-assisted TBM disc cutter
“In the field of full section tunnel boring machines, the evolution characteristics of rolling cutter penetration load under different rock breaking modes were studied, providing a solution for TBM excavation.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 1, Pages: 63-70(2025)
作者机构:
1.华东交通大学 土木建筑学院,南昌 330013
2.江西省交通科学研究院有限公司,南昌 330200
作者简介:
JIANG Yalong (1991- ), PhD, associate professor, main research interests: rock-breaking TBM disc cutter mechanism and numerical simulation, E-mail: yalongjiang@whu.edu.cn.
基金信息:
National Natural Science Foundation of China(42377169;42267022);Natural Science Foundation of Jiangxi Province(20232BCJ23004;20232ACB214011);The State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure Foundation(HJGZ2021102)
JIANG Yalong,XU Pengchuxuan,ZENG Jianjun,et al.Penetration load evolution rules of rock breaking by pre-cutting slit-assisted TBM disc cutter[J].Journal of Civil and Environmental Engineering,2025,47(01):63-70.
JIANG Yalong,XU Pengchuxuan,ZENG Jianjun,et al.Penetration load evolution rules of rock breaking by pre-cutting slit-assisted TBM disc cutter[J].Journal of Civil and Environmental Engineering,2025,47(01):63-70. DOI: 10.11835/j.issn.2096-6717.2023.086.
Penetration load evolution rules of rock breaking by pre-cutting slit-assisted TBM disc cutter