摘要
振动碎岩具有能量消耗量低、所需轴向压力小等特点。为提高碎岩效率同时降低成本,进行了振动-加压相结合的碎岩模式研究。本文以红砂岩为研究对象,围绕动静复合加载条件下球齿侵入导致的红砂岩内部裂纹扩展规律开展研究。结果表明,球齿下岩石的破碎程度随着动、静载荷的增大而变大,并且只有当组合载荷峰值达到100 kN时,岩石才会发生明显的体积破碎。在破岩初期,当载荷较小时,岩石倾向于发展为侧向裂纹,岩石损伤成“宽而浅”特点。随着载荷的增大,岩石更倾向于发展中间的深部裂纹,而后才倾向于发展侧向裂纹,即呈“窄而深”的特点。岩石破碎的各项指标受各载荷参数的影响程度存在差异:即在相同的幅值增量条件下,增加动载幅度导致的破碎程度要大于增加相同静载荷时的破碎程度。以上结论可为提高动静载复合破碎硬岩效率、攻克硬岩钻进技术难题提供重要支撑。
Vibratory rock fragmentation has the characteristics of low energy consumption and low required axial pressure.In order to improve the efficiency of rock fragmentation while controlling costs,a study was conducted on the rock fragmentation mode combining vibration and pressure.This article takes red sandstone as the research object and conducts research on the crack propagation law inside the rock when spherical teeth invade red sandstone under dynamic and static composite loading.The results indicate that the degree of rock fragmentation under the spherical tooth increases with the increase of dynamic and static loads,and only when the combined load peak reaches 100kN,will the rock undergo significant volumetric fragmentation.In the early stage of rock breaking,when the load is small,the rock tends to develop lateral cracks,and the rock damage becomes“wide and shallow”.As the load increases,the rock tends to develop deep cracks in the middle,followed by lateral cracks,which exhibit a"narrow and deep"characteristic.The various indicators of rock fragmentation are affected by different load parameters to varying degrees:that is,under the same amplitude increment conditions,the degree of fragmentation caused by increasing the dynamic load amplitude is greater than that caused by increasing the same static load.The above conclusions can provide important support for improving the efficiency of dynamic and static load composite crushing of hard rock and overcoming the technical difficulties of hard rock drilling.
作者
张钊玮
柳洪杰
肖雄
凌雪
牛蒙晓
ZHANG Zhaowei;LIU Hongjie;XIAO Xiong;LING Xue;NIU Mengxiao(School of Engineering and Technology,China University of Geosciences(Beijing),Beijing 100083,China;Key Laboratory of Deep GeoDrilling Technology,MNR,Beijing 100083,China)
出处
《钻探工程》
2023年第S01期149-155,共7页
Drilling Engineering
基金
国家863计划“自动化智能化岩心钻探技术与设备研制”(编号:2014AA06A614)
国家自然科学基金资助面上项目“真空无水低功耗条件下碎岩机理研究”(编号:41672365)。
关键词
振动碎岩
动静复合加载
侵入破坏
裂纹动态扩展
岩石破碎坑
红砂岩
vibratory rock fragmentation
dynamic and static composite loading
invasion damage
dynamic crack propa‑gation
rock fragmentation pit
red sandstone