岩土力学 ›› 2024, Vol. 45 ›› Issue (3): 857-866.doi: 10.16285/j.rsm.2023.0351

• 岩土工程研究 • 上一篇    下一篇

基于冲击回转钻进的岩石强度随钻识别研究

刘勇斌1,张晓平1,李馨芳1,李德宏2,陈广军3,刘小波4, 熊雪飞4,杨朗4,李玉生5   

  1. 1. 武汉大学 土木建筑工程学院,湖北 武汉 430072;2. 中国铁建昆仑投资集团有限公司,四川 成都 610040;3. 四川蜀道高速公路集团有限公司,四川 成都 610094;4. 四川川黔高速公路有限公司,四川 成都 646500;5. 江西省交通投资集团有限责任公司,江西 南昌 330025
  • 收稿日期:2023-03-20 接受日期:2023-08-23 出版日期:2024-03-11 发布日期:2024-03-20
  • 通讯作者: 张晓平,男,1982年生,博士,教授,博士生导师,主要从事地下工程方面的科研与教学工作。E-mail: jxhkzhang@163.com
  • 作者简介:刘勇斌,男,2000年生,硕士研究生,主要从事地下工程岩体质量评价方面的研究工作。E-mail: 1723633433@qq.com
  • 基金资助:
    中国铁建昆仑投资集团有限公司科技研究开发计划项目(KLTZ-KX01-2020-008);湖北省重点研发计划项目(No.2021BCA154);国家自然科学基金面上项目(No.42277160);陕西省自然科学基础研究计划?引汉济渭联合基金项目(No.2021JLM-48)。

Rock strength identification while drilling based on percussive rotary drilling

LIU Yong-bin1, ZHANG Xiao-ping1, LI Xin-fang1, LI De-hong2, CHEN Guang-jun3, LIU Xiao-bo4, XIONG Xue-fei4, YANG Lang4, LI Yu-sheng5   

  1. 1. School of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, China; 2. China Railway Construction Kunlun Investment Group Co., Ltd., Chengdu, Sichuan 610040, China; 3. Sichuan Shu Dao Expressway Group Co., Ltd., Chengdu, Sichuan 610094, China; 4. Sichuan Chuanqian Expressway Co., Ltd., Chengdu, Sichuan 646500, China; 5. Jiangxi Provincial Communications Investment Group Co., Ltd., Nanchang, Jiangxi 330025, China
  • Received:2023-03-20 Accepted:2023-08-23 Online:2024-03-11 Published:2024-03-20
  • Supported by:
    This work was supported by the Science and Technology Research and Development Plan Project of China Railway Construction Kunlun Investment Group Co., Ltd., (KLTZ-KX01-2020-008), Key Research and Development Plan Project of Hubei Province (2021BCA154), the General Fund of National Natural Science Foundation of China (42277160) and the Joint Foundation of Shaanxi Province (2021JLM-48).

摘要: 在隧道掘进施工过程中,数字化钻孔过程监测(drilling process monitoring,简称DPM)系统能够实时快速地获取岩石强度参数,及时指导现场开挖和支护作业。为实时获取隧道开挖掌子面前方的围岩强度,基于搭载于气动冲击回转钻机上的数字化DPM系统地开展现场原位数字钻进试验。通过对钻孔全过程的推进压力、回转压力、冲击压力以及钻杆位移等钻进参数进行实时监测、记录和分析,得到了不同钻孔过程的钻进参数特征,据此对各钻孔过程进行识别,并采用DPM时间序列分析方法分离出纯钻进过程钻进参数,结果表明:纯钻进过程的钻进深度随钻进时间呈分段线性变化;钻机工作压力随钻进时间的变化相对恒定,其对不同钻速段的钻速变化影响有限;同时,钻进速度随岩石强度增加而减小,并建立了岩石强度关于钻进速度的指数关系模型,用以指导工程实践。

关键词: 冲击回转, 钻孔过程监测, 钻进参数, 饱和单轴抗压强度

Abstract: During tunnel excavation, the digital drilling process monitoring (DPM) system can quickly obtain rock strength parameters in real time, and guide on-site excavation and support operations in a timely manner. In order to obtain the surrounding rock strength in front of the tunnel face in real time, this study carried out the in situ digital drilling tests based on the digital drilling process monitoring (DPM) system mounted on the pneumatic percussion rotary drilling rig. Through the real-time monitoring, recording and analysis of the drilling parameters such as propulsion pressure, rotary pressure, impact pressure and drill pipe displacement in the whole drilling process, the characteristics of the drilling parameters in different drilling processes are obtained. On this basis, each drilling process is identified, and the drilling parameters of the pure drilling process are separated by using the DPM time series analysis method. The results show that the drilling depth of the pure drilling process changes linearly with the drilling time. The variation of working pressure of the drilling rig with the drilling time is relatively constant, and it has limited influence on the rate of penetration in different rate-of-penetration sections. Meanwhile, the rate of penetration decreases with the increase in rock strength, and an exponential relationship model between rock strength and rate of penetration is established to guide engineering practice.

Key words: percussive rotary drilling, drilling process monitoring, drilling parameters, saturated uniaxial compressive strength

中图分类号: TU451
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