Full-scale linear cutting tests to check and modify a widely used semi-theoretical model for disc cutter cutting force prediction

doi:10.1007/s11440-019-00852-4

	Full-scale linear cutting tests to check and modify a widely used semi-theoretical model for disc cutter cutting force prediction
	Pan, Yucong 3; Liu, Quansheng 3; Liu, Qi 4; Liu, Jianping 5; Peng, Xingxin 6; Huang, Xing 1; Wei, Mingbao 2
刊名	ACTA GEOTECHNICA
	2020-06-01
卷号	15 期号:6 页码:1481-1500
关键词	Colorado School of Mines (CSM) Cutting force prediction Disc cutter Linear cutting machine (LCM) Rock cutting Tunnel boring machine (TBM)
ISSN号	1861-1125
DOI	10.1007/s11440-019-00852-4
英文摘要	This study is to investigate the change in resultant force, cutting coefficient and normalized resultant force of the TBM (tunnel boring machine) disc cutter when using different cutting conditions and different linear cutting machines. Full-scale linear cutting tests on three rocks of different compressive strengths were conducted. The experimental results, combined with other previously published data, were compared to the prediction results of the semi-theoretical CSM (Colorado School of Mines) prediction model. The influences of rock compressive strength, disc cutter diameter and machine frame stiffness on the comparison results were analysed. From the general view, experimental resultant forces tend to be underestimated while experimental cutting coefficients and normalized resultant forces both tend to be overestimated when using the semi-theoretical CSM prediction model, and the underestimation or overestimation degrees are different when the above three influencing factors are different. The reason responsible for these phenomena can be mainly attributed to the lower actual cutter penetration depth compared to the pre-set one during the rock-machine interaction process. The results of this study can offer more accurate understanding of the full-scale linear cutting tests using different cutting conditions and different linear cutting machines, and thus it can contribute to the more reliable and accurate prediction on disc cutter cutting forces.
WOS研究方向	Engineering
语种	英语
出版者	SPRINGER HEIDELBERG
WOS记录号	WOS:000534903600008
内容类型	期刊论文
源URL	[http://119.78.100.198/handle/2S6PX9GI/24185]
专题	中科院武汉岩土力学所
通讯作者	Pan, Yucong; Liu, Quansheng
作者单位	1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China 2.Sinohydro Bur 3th Co Ltd, Xian 710024, Shaanxi, Peoples R China 3.Wuhan Univ, Sch Civil Engn, Key Lab Safety Geotech & Struct Engn Hubei Prov, Wuhan 430072, Hubei, Peoples R China 4.Changjiang Inst Survey Planning Design & Res, Wuhan 430010, Hubei, Peoples R China 5.Sichuan Agr Univ, Coll Water Conservancy & Hydropower Engn, Yaan 625014, Sichuan, Peoples R China 6.China Railway 11th Bur Grp 4th Engn Co Ltd, Wuhan 430074, Hubei, Peoples R China
推荐引用方式 GB/T 7714	Pan, Yucong,Liu, Quansheng,Liu, Qi,et al. Full-scale linear cutting tests to check and modify a widely used semi-theoretical model for disc cutter cutting force prediction[J]. ACTA GEOTECHNICA,2020,15(6):1481-1500.
APA	Pan, Yucong.,Liu, Quansheng.,Liu, Qi.,Liu, Jianping.,Peng, Xingxin.,...&Wei, Mingbao.(2020).Full-scale linear cutting tests to check and modify a widely used semi-theoretical model for disc cutter cutting force prediction.ACTA GEOTECHNICA,15(6),1481-1500.
MLA	Pan, Yucong,et al."Full-scale linear cutting tests to check and modify a widely used semi-theoretical model for disc cutter cutting force prediction".ACTA GEOTECHNICA 15.6(2020):1481-1500.