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深部岩石岩芯饼化特征及减轻岩芯饼化的新型钻头设计 被引量:6

Core discing characteristics and mitigation approach by a novel developed drill bit in deep rocks
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摘要 岩芯饼化是深部岩石在高应力条件下钻孔时经常发生的现象,是深部岩石工程的一个重要特征。本文首先介绍了岩芯饼化的形成机理,基于数值模拟分析了金刚石钻头与岩石之间的相互作用,通过数值模拟实验设计并验证了一种可以用于减轻岩芯饼化的新型内圆锥形冠状金刚石钻头。将该方法应用于CJPL-Ⅱ的B1实验室中,取得了满意的效果,饼化岩芯所占的百分比从使用矩形冠状钻头钻进时的67.8%明显降低到采用内圆锥形冠状钻头时的26.5%。本文全面介绍了深部岩石岩芯饼化特征,并为缓解岩芯饼化现象提供了一种新方法,这将有助于深部岩石工程中的应力测量。 Core discing often occurs in deep rocks under high-stress conditions and has been identified as an important characteristic for deep rock engineering.This paper presents the formation mechanism of core discing firstly.Then,the interaction between diamond drill bits and rock was analyzed based on numerical modeling.A novel drill bit with an inner conical crown for the mitigation of core discing was designed and verified by simulation experiments.The mitigation method was applied in the cavern B1 of CJPL-Ⅱand satisfactory results had been achieved.The percentage of core discing had been obviously decreased from 67.8%when drilling with a rectangular crown drill bit,to 26.5%when an inner conical crown drill bit had been adopted.This paper gives full insight into core discing characteristics and provides a new method for core discing mitigation;it will potentially contribute to stress measurement in deep rock engineering.
作者 郑民总 李邵军 姚邹 张奥东 徐鼎平 周济芳 ZHENG Min-zong;LI Shao-jun;YAO Zou;ZHANG Ao-dong;XU Ding-ping;ZHOU Ji-fang(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;University of Chinese Academy of Sciences,Beijing 100049,China;Faculty of Engineering,China University of Geosciences,Wuhan 430074,China;Yalong River Hydropower Development Co.,Ltd.,Chengdu 610051,China)
出处 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第10期2822-2833,共12页 中南大学学报(英文版)
基金 Projects(U1765206,51979268,51621006)supported by the National Natural Science Foundation of China。
关键词 岩芯饼化 缓解 钻头冠部 深部岩石 原岩应力测量 core discing mitigation drill bit crown deep rocks in-situ stress measurements
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