›› 2013, Vol. 34 ›› Issue (9): 2622-2628.

• 岩土工程研究 • 上一篇    下一篇

深埋隧洞不同开挖方式下即时型岩爆微震信息特征及能量分形研究

于 洋1,冯夏庭1, 2,陈炳瑞2,肖亚勋2,丰光亮2,李清鹏2   

  1. 1. 东北大学 深部金属矿山安全开采教育部重点实验室,沈阳 110819; 2. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉 430071
  • 收稿日期:2013-04-28 出版日期:2013-09-11 发布日期:2013-09-13
  • 作者简介:于洋,男,1982年生,博士研究生,主要从事深部岩体力学方面的研究工作
  • 基金资助:

    国家重点基础研究发展规划(973)项目(No. 2010CB732006)。

Analysis of energy fractal and microseismic information characteristics about immediate rockbursts in deep tunnels with different excavation methods

YU Yang1,FENG Xia-ting1, 2,CHEN Bing-rui2,XIAO Ya-xun2,FENG Guang-liang2,LI Qing-peng2   

  1. 1. Key Laboratory of Ministry of Education for Safe Mining of Deep Metal Mines, Northeastern University, Shenyang 110819, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2013-04-28 Online:2013-09-11 Published:2013-09-13

摘要: 基于锦屏二级水电站深埋隧洞钻爆法及隧道掘进机(TBM)开挖过程中大量微震监测数据及不同等级的岩爆案例,对不同开挖方式下即时型岩爆的孕育及发生过程的能量释放展开研究,并运用分形几何原理研究微震能量分布的变化规律,得到以下结论:(1)即时型岩爆的孕育及发生过程中,岩爆区围岩岩体处于破坏加速集聚并不断扩展的过程;(2)钻爆法开挖过程中储存在岩体内的弹性应变能消耗于岩体破裂过程大于TBM开挖,而转化为岩体动能小于TBM开挖;(3)钻爆法开挖微震能量分形维度在即时型岩爆的孕育过程不断增加,岩爆临近前会增加到某个临界值以上;(4)TBM开挖即时型高等级岩爆能量分形维度值大于钻爆法开挖,并且其分形维度值可以反映低等级岩爆伴随发生的特征。

关键词: 钻爆法, 即时型岩爆, 微震事件, 能量分形, 分形维度

Abstract: Based on a large amount of microseismic informations and hundreds of rockbursts with different intensities occurring in the deep diversion tunnels of Jinping II hydropower station excavated with drill-and-blast method and tunnel boring machine (TBM), the energy release processes of immediate rockbursts with different excavation methods are compared; and energy distribution of microseismic events are analyzed by fractal theory. The achieved results are as follows: (1) Damage of rock mass are gathering and expanding in the processes of immediate rockbursts. (2) Elastic potential energy which stored within the rock mass has different ways of release with different excavation methods. (3) The energy fractal dimension values would increase continuously before the rockburst happens and they totally increase to a critical value when the rockburst approaches during drill-and-blast method excavation. (4) The energy fractal dimension values in TBM excavation which is bigger than that in drill-and-blast method can describe the mild and moderate rockbursts of the working face.

Key words: drill-and-blast method, immediate rockburst, seismic event, energy fractal, fractal dimension

中图分类号: 

  • TU 45
[1] 陈舞, 张国华, 王浩, 钟国强, 王成汤, . 基于T-S模糊故障树的钻爆法施工隧道 坍塌可能性评价[J]. 岩土力学, 2019, 40(S1): 319-328.
[2] 彭怀德,刘敦文,褚夫蛟,翦英骅,. 硬岩隧道高压气体膨胀破岩开挖试验[J]. , 2018, 39(1): 242-248.
[3] 肖亚勋,冯夏庭,陈炳瑞,丰光亮. 深埋隧洞即时型岩爆孕育过程的频谱演化特征[J]. , 2015, 36(4): 1127-1134.
[4] 蔚立元,李术才,徐帮树. 舟山灌门水道海底隧道钻爆法施工稳定性分析[J]. , 2009, 30(11): 3453-3459.
[5] 王汉鹏 ,李术才 ,乔 玲,. 施工爆破对确定海底隧道最小岩石覆盖厚度的影响研究[J]. , 2006, 27(S1): 290-295.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 赵洪宝,尹光志,李小双. 烧变后粗砂岩抗拉特性试验研究[J]. , 2010, 31(4): 1143 -1146 .
[2] 况雨春,伍开松,杨迎新,马德坤. 三牙轮钻头破岩过程计算机仿真模型[J]. , 2009, 30(S1): 235 -238 .
[3] 杜文琪,王 刚. 土工结构地震滑动位移统计分析[J]. , 2011, 32(S1): 520 -0525 .
[4] 鄢治华,刘志伟,刘厚健. 黄河阶地上某电厂高边坡参数选取及其工程治理[J]. , 2009, 30(S2): 465 -468 .
[5] 许振浩 ,李术才 ,李利平 ,侯建刚 ,隋 斌 ,石少帅. 基于层次分析法的岩溶隧道突水突泥风险评估[J]. , 2011, 32(6): 1757 -1766 .
[6] 温世清 ,刘汉龙 ,陈育民. 浆固碎石桩单桩荷载传递特性研究[J]. , 2011, 32(12): 3637 -3641 .
[7] 李顺群 ,高凌霞 ,柴寿喜. 冻土力学性质影响因素的显著性和交互作用研究[J]. , 2012, 33(4): 1173 -1177 .
[8] 钟 声 ,王川婴 ,吴立新 ,唐新建 ,王清远. 点状不良地质体钻孔雷达响应特征 ——围岩及充填效应正演分析[J]. , 2012, 33(4): 1191 -1195 .
[9] 孟 振,陈锦剑,王建华,尹振宇. 砂土中螺纹桩承载特性的模型试验研究[J]. , 2012, 33(S1): 141 -145 .
[10] 赵 颖 ,郭恩栋 ,王 琼 ,刘 智 . 走滑断层地震地表断裂位错估计方法研究[J]. , 2013, 34(5): 1403 -1408 .