岩土力学 ›› 2021, Vol. 42 ›› Issue (10): 2683-2695.doi: 10.16285/j.rsm.2021.0012

• 基础理论与实验研究 • 上一篇    下一篇

红砂岩蠕变破坏声发射震源演化及其分形特征

龚囱1, 2,赵坤1,包涵1,赵奎1,曾鹏1,王文杰1   

  1. 1. 江西理工大学 资源与环境工程学院,江西 赣州 341000;2. 北京科技大学 金属矿山高效开采与安全教育部重点实验室,北京 100083
  • 收稿日期:2021-01-05 修回日期:2021-06-24 出版日期:2021-10-11 发布日期:2021-10-18
  • 通讯作者: 赵奎,男,1969 年生,博士,教授,博士生导师,主要从事岩石力学与工程方面的研究工作。E-mail: yglmf_zk@163.com E-mail:gongcong041@163.com
  • 作者简介:龚囱,男,1985年生,博士,副教授,硕士生导师,主要从事岩石力学与工程方面的研究工作。
  • 基金资助:
    国家自然科学基金(No. 51704128);中国博士后科学基金(No.2020M671976);金属矿山高效开采与安全教育部重点实验室开放基金(No.ustbmslab201903);江西理工大学清江青年英才支持计划(No. JXUSTQJYX2019005)。

Acoustic emission source evolution and fractal features during creep failure of red sandstone

GONG Cong1, 2, ZHAO Kun1, BAO Han1, ZHAO Kui1, ZENG Peng1, WANG Wen-jie1   

  1. 1. School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China; 2. Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine, University of Science and Technology Beijing, Beijing 100083, China
  • Received:2021-01-05 Revised:2021-06-24 Online:2021-10-11 Published:2021-10-18
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51704128), the China Postdoctoral Science Foundation (2020M671976), the Open Foundation from Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mines (ustbmslab201903) and the Program for Excellent Young Talents of JXUST (JXUSTQJYX2019005).

摘要: 对红砂岩进行了蠕变声发射定位试验,分析了声发射震源在沿加载方向与垂直于加载方向上的演化规律。在此基础上,以固定的时间窗口和时间步距,计算并研究了震源zi值与ri值的分形维数特征。试验结果表明:当蠕变应力等于或大于损伤应力时,声发射震源时空演化规律反映的是微裂纹萌生、成核与扩展、贯通的过程。微裂纹的萌生主要产生于减速蠕变阶段,在此过程中微裂纹在沿加载方向与垂直加载方向上,表现为自试件端部与外壁向试件中心演化的过程,并且zi值与ri值的分形维数总体呈现减小的特征。微裂纹的成核过程出现在等速蠕变阶段,其位置位于试件的中心部位。而后,随着蠕变时间的增大,微裂纹步入扩展阶段,此时微裂纹演化表现为自试件中心向端部与外壁方向扩展的过程。对应的zi值与ri值的分形维数均处于较低水平,该特征可作为微裂纹步入成核与扩展过程的标志。微裂纹的贯通产生于加速蠕变阶段,在此过程中沿加载方向上微裂纹主要分布于试件轴向中上部与中下部,而在垂直加载方向上微裂纹遍布试件半径方向,但震源zi值与ri值的分形维数均随着蠕变时间的增大而小幅度上升,该特征可作为微裂纹步入贯通过程的标志。该研究结果可为探索岩石蠕变细观机制与蠕变破坏预测方法提供理论与试验支撑。

关键词: 红砂岩, 蠕变, 损伤强度, 声发射震源, 分形维数

Abstract: The creep acoustic emission (AE) location tests of red sandstone were carried out, and the evolution of AE source along loading direction and perpendicular to loading direction was analyzed. On this basis, the fractal characteristics of source zi value and ri value were studied with fixed time window and time step. The results show that when the creep stress is equal to or greater than the damage stress, the spatio-temporal evolution law of AE source reflects the process of micro-cracks initiation, nucleation, expansion and coalescence. The initiation of micro-cracks mainly occurs in the stage of decelerating creep. During this process, the micro-cracks evolve from the end surfaces and the outer wall to the center of the specimen along the loading direction and the vertical loading direction, and the fractal dimension of zi values and ri values generally decrease. The nucleation process of the micro-cracks appears in the stage of steady creep, and nucleation area locates in the center of the specimen. Then, with the increase of the creep time, the micro-cracks step into the expansion stage, in which the evolution of the micro-cracks is manifested as the expansion process from the center of the specimen to the direction of the end surface and the outer wall, and the fractal dimensions of the corresponding zi values and ri values are at low levels, which can be used as a marker for the process of micro-cracks nucleation and expansion. The coalescence of micro-cracks occurs in the accelerated creep stage. During this process, the micro-cracks are mainly distributed in the axial upper and lower part of the specimen along the loading direction, while in the vertical loading direction, the micro-cracks are distributed all over the radius of the specimen. However, the fractal dimension of source zi value and ri value both increase slightly with the increase of creep time, which can be used as a symbol of micro-cracks coalescing process. The findings in study can provide theoretical and experimental support for exploring rock creep micro-mechanism and creep failure prediction method.

Key words: red sandstone, creep, damage strength, acoustic emission source, fractal dimension

中图分类号: TU 45
[1] 赵凯, 马洪岭, 施锡林, 李银平, 杨春和, . 基于蠕变疲劳本构模型的压气蓄能盐穴长期稳定性评估[J]. 岩土力学, 2025, 46(S1): 1-12.
[2] 沈扬, 沈嘉毅, 梁晖, 樊科伟. 基于3D打印技术的仿真钙质砂三轴试验研究[J]. 岩土力学, 2025, 46(8): 2353-2362.
[3] 张海燕, 胡新丽, 李亚博. 周期性渗流-应力耦合下滑带土的蠕变特性试验研究[J]. 岩土力学, 2025, 46(7): 2189-2198.
[4] 张亮亮, 程桦, 姚直书, 王晓健, . 常规三轴压缩条件下岩石蠕变破坏时间预测模型[J]. 岩土力学, 2025, 46(7): 2011-2022.
[5] 杨校辉, 赵子毅, 郭楠, 钱豹, 朱彦鹏, . 横观各向同性非饱和黄土蠕变特性及沉降预测[J]. 岩土力学, 2025, 46(5): 1489-1500.
[6] 朱元广, 王璇尧, 刘滨, 刘学伟, 薛皓元, 耿志, . 层状岩石横观各向同性蠕变损伤本构模型研究[J]. 岩土力学, 2025, 46(4): 1095-1108.
[7] 王桂林, 王力, 王润秋, 任甲山, . 干湿循环后贯通型锯齿状红砂岩节理面剪切本构模型[J]. 岩土力学, 2025, 46(3): 706-720.
[8] 许庆钊, 史文豹, 常聚才, 苗壮, 闫澳运, 李传明, 齐潮. 不同加载速率含水煤样力学响应及宏微观破坏机制研究[J]. 岩土力学, 2025, 46(3): 881-893.
[9] 王学滨, 陈双印, 郑一方, 廖裴彬, . 考虑蠕变剪裂的拉格朗日元与离散元耦合方法及应用[J]. 岩土力学, 2025, 46(2): 613-624.
[10] 潘超钒, 张晨, 张星星, 蔡正银, 王旭东, . 盐渍化粉土的蠕变特征及模型研究[J]. 岩土力学, 2025, 46(11): 3383-3394.
[11] 杨松, 王俊光, 韦忠跟, 辛天宇, 梁冰, 王立轩, 任凌冉. 衰减振荡扰动下砂岩蠕变特性与模型初探[J]. 岩土力学, 2025, 46(11): 3485-3500.
[12] 董佳斌, 鲁一帆, 金毅, 董文浩, 侯鹏, 刘顺喜, 牛然. 彭水页岩节理面形貌的分形特征及基于节理粗糙度系数的各向异性表征[J]. 岩土力学, 2025, 46(11): 3549-3561.
[13] 龚囱, 戚燕顺, 缪浩杰, 肖琦, 熊良锋, 曾鹏, 赵奎, . 考虑裂纹分形维数的平行黏结模型细观参数标定的神经网络模型[J]. 岩土力学, 2025, 46(1): 327-336.
[14] 杜金飞, 杜宇翔, 贾永胜, 孙金山, 姚颖康, 谢全民, 范焜晖, . 水−动力耦合作用下红砂岩变形破坏与能耗分析[J]. 岩土力学, 2024, 45(S1): 248-258.
[15] 范浩, 王磊, 罗勇, 朱传奇, . 卸荷损伤砂岩的分级加载三轴蠕变力学特性试验研究[J]. 岩土力学, 2024, 45(S1): 277-288.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!