[1]翟淑芳,田博宁,常连远,等.贯入度对 TBM 滚刀线性切割复合岩体的影响[J].郑州大学学报(工学版),2027,48(XX):1-7.[doi:10.13705/j.issn.1671-6833.2026.06.006]
 ZHAI Shufang,TIAN Boning,CHANG Lianyuan,et al.Effect of Penetration Rate on Linear Cutting of Composite Rock Masses byTBM Disc Cutters[J].Journal of Zhengzhou University (Engineering Science),2027,48(XX):1-7.[doi:10.13705/j.issn.1671-6833.2026.06.006]
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贯入度对 TBM 滚刀线性切割复合岩体的影响()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
48
期数:
2027年XX
页码:
1-7
栏目:
出版日期:
2027-12-10

文章信息/Info

Title:
Effect of Penetration Rate on Linear Cutting of Composite Rock Masses byTBM Disc Cutters
作者:
翟淑芳1, 田博宁1, 常连远2, 田 浩1
1. 河南工业大学 土木工程学院,河南 郑州 450001;2. 浙江省工程勘察设计院集团有限公司,浙江 宁波 315012
Author(s):
ZHAI Shufang1, TIAN Boning1, CHANG Lianyuan2, TIAN Hao1
1. College of Civil Engineering, Henan University of Technology, Zhengzhou 450001, China; 2. Zhejiang Engineering Survey and Design Institute Group Co. , Ltd. , Ningbo 315012, China
关键词:
TBM 复合岩体 滚刀 贯入度 颗粒流数值模拟
Keywords:
TBM Composite rock mass Disc cutter Penetration depth particle flow numerical simulation
分类号:
U455
DOI:
10.13705/j.issn.1671-6833.2026.06.006
文献标志码:
A
摘要:
复合地层是一种不良地质结构,TBM 在复合地层掘进时经常面临剧烈的刀盘振动和刀具磨损。 为了提高复合地层中 TBM 掘进速率,有必要研究 TBM 滚刀贯入度对破岩过程的影响。 本文采用颗粒流数值模拟方法,分析贯入度对滚刀法向力滚动力、TBM 破岩效率以及复合岩体裂纹扩展深度、裂纹破坏模式等的影响,并采用室内滚刀线性切割实验进行验证分析,主要得到以下结论:①贯入度为 2. 0 mm 时,复合岩体比能最小,滚刀破岩效率最高;②随着贯入度的增加,花岗岩和青砂岩中裂纹扩展深度增加,贯入度大于 1. 0 mm 时青砂岩中裂纹深度大于花岗岩;③不同贯入度下,花岗岩中裂纹破坏模式以拉伸破坏为主,青砂岩则在低贯入度下以剪切破坏为主,但随着贯入度的增加,仍以拉伸破坏为主。 数值模拟结果将室内试验中对裂纹扩展深度和破坏模式的定性分析扩展为定量计算,对复合地层 TBM 滚刀操作参数的设置具有重要意义。
Abstract:
Composite strata are a type of adverse geological structure, and Tunnel Boring Machines often face significant cutterhead vibrations and tool wear during excavation in such strata. In order to increase the TBM tunnelingrate in composite strata, it is necessary to study the influence of the TBM cutter penetration depth in the rock breaking process. This study investigated the effect of roller cutter penetration on the rock-breaking force, rock-breakingefficiency, crack propagation depth, and failure modes of cutters in composite rock masses through discrete elementnumerical simulations. Moreover, the linear cutting experiment of the roller was conducted for verification and analysis. The main conclusions drawn from the study are as follows: ① At a penetration depth of 2. 0 mm, the specificenergy of the composite rock mass is minimal, and the roller cutter,s rock-breaking efficiency is the highest. ②With the increase in penetration, the crack propagation depth increases in both granite and bluish sandstone. Whenthe penetration is greater than 1. 0 mm, the crack depth in sandstone is greater than that in granite. ③At differentpenetration depths, the crack failure mode in granite is predominantly tensile failure, while in sandstone, shearfailure predominates at low penetration depths. However, as the penetration increases, tensile failure becomes thedominant mode. The numerical simulation results extend the qualitative analysis of crack propagation depth and failure modes from the laboratory experiments to quantitative calculations, which is of significant importance for the setting of TBM roller cutter operating parameters in composite strata.

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相似文献/References:

[1]龚秋明,李顺文,黄流,等.基于 TBM 刀盘振动的 WSN-LSTM 围岩感知模型[J].郑州大学学报(工学版),2027,48(XX):1.[doi:10.13705/j.issn.1671-6833.2026.04.020]
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备注/Memo

备注/Memo:
收稿日期:2026-02-10;修订日期:2026-03-18基金项目:河南省科技攻关项目(212102210228) ;河南省教育厅自然科学项目(25A560005)作者简介:翟淑芳(1989— ) ,女,河南郑州人,河南工业大学副教授,博士,主要从事 TBM 破岩机制方面的研究工作,E-mail: zhaishufangcqu@ 126. com。
更新日期/Last Update: 2026-06-03