岩土力学 ›› 2025, Vol. 46 ›› Issue (2): 353-367.doi: 10.16285/j.rsm.2024.0456

• 基础理论与实验研究 •    下一篇

基于纳米划痕的陆相页岩纹层界面过渡区分布范围定量研究

杨柳1, 2,杨铎1, 2,何满潮1, 2   

  1. 1. 中国矿业大学(北京) 隧道工程灾变防控与智能建养全国重点实验室,北京 100083; 2. 中国矿业大学(北京) 力学与土木工程学院,北京 100083
  • 收稿日期:2024-04-15 接受日期:2024-06-26 出版日期:2025-02-10 发布日期:2025-02-10
  • 作者简介:杨柳,男,1987年生,博士,副教授,主要从事油气藏渗流理论、非常规油气储层力学性质表征等方面的教学与研究工作。 E-mail: shidayangliu@cumtb.edu.cn
  • 基金资助:
    国家自然科学基金面上项目(No. 52374014)。

Quantitative study on distribution range of interface transition zone in continental shale beddings based on nano scratch

YANG Liu1, 2, YANG Duo1, 2, HE Man-chao1, 2   

  1. 1. State Key Laboratory for Tunnel Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; 2. School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • Received:2024-04-15 Accepted:2024-06-26 Online:2025-02-10 Published:2025-02-10
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (52374014).

摘要: 陆相页岩普遍发育黏土质、长英质及方解石质等不同组分的纹层,在水力压裂刺激页岩裂隙网格结构过程中,界面过渡区(interfacial transition zone,简称ITZ)的存在严重地影响了裂纹的扩展方向和形态。然而,目前缺乏针对页岩纹层ITZ分布范围的有效量化方法。针对页岩微观力学参数曲线的离散特征,通过置信椭圆标定ITZ范围内的离散数据,使用线性拟合与置信椭圆交点的投影长度作为定量页岩纹层ITZ的新方法。借助扫描电子显微镜与矿物定量评价系统,获得页岩表面形貌和矿物分布情况,对划痕试验后矿物破坏形式进行分析。基于纳米划痕试验结果,通过断裂韧性确定了不同岩性矿物的分布长度,并将其与扫描电子显微镜识别结果进行对比。结果表明:伊利石等塑性矿物在划痕试验过程中呈现出碎屑在两侧堆积的破坏模式,而钠长石和石英等脆性矿物则呈现出锯齿状的破坏或点状的崩裂。由于ITZ的存在,扫描电子显微镜识别出的塑性矿物分布长度大于断裂韧性曲线的定量结果。摩擦系数法受到表面粗糙度的影响,拟合置信度较低,定量结果偏大。与摩擦系数法相比,断裂韧性法具有更高的数据连续性和拟合置信度,但是考虑因素较为单一。无量纲参数法综合考虑了断裂韧性、硬度、摩擦系数和划痕深度的影响,曲线离散度较低,拟合误差较小。相比于传统单个力学参数的识别手段,基于无量纲参数对ITZ分布范围的量化准确度有较大提升。

关键词: 陆相页岩, 纳米划痕试验, 破坏模式, 量纲分析, 界面过渡区

Abstract: Continental shale generally consists of layers with varying components, including clay, felsic minerals, and calcite. During hydraulic fracturing stimulation of shale fracture network structure, the interfacial transition zone (ITZ) forms, significantly influencing crack propagation direction and morphology. Currently, effective quantitative methods for determining the ITZ distribution range in shale layers are lacking. This study focuses on the discrete characteristics of shale micro-mechanical parameter curves and employs confidence ellipses to calibrate discrete data within the ITZ range. Linear fitting and the projection length of confidence ellipse intersections are introduced as a new method for quantifying the ITZ in shale layers. Scanning electron microscopy and a mineral quantitative evaluation system were used to obtain shale surface morphology and mineral distribution, analyzing mineral damage forms after scratch experiment. Nano scratch experiment results were used to determine mineral distribution lengths from various rock types via fracture toughness, compared with scanning electron microscopy findings. Results show that plastic minerals such as illite show a damage pattern of debris accumulation on both sides during the scratch test, while brittle minerals such as albite and quartz show jagged damage or point-like chipping. The presence of ITZ causes the distribution length of plastic minerals identified by scanning electron microscopy to exceed the quantitative results from fracture toughness curves. The friction coefficient method is affected by surface roughness, resulting in lower fitting confidence and higher quantitative results. Compared to the friction coefficient method, the fracture toughness method offers higher data continuity and fitting confidence, though it considers relatively fewer factors. Non-dimensional parameters comprehensively account for fracture toughness, hardness, friction coefficient, and scratch depth, reducing curve dispersion and fitting errors. Compared to traditional methods for identifying individual mechanical parameters, the accuracy of ITZ distribution range quantification based on dimensionless parameters is greatly enhanced.

Key words: continental shale, nano scratch experiment, damage pattern, magnitude analysis, interfacial transition zone

中图分类号: TU 456
[1] 刘健, 夏勇, 江权, 陈涛, 贺维国, 范国刚, 熊先涛, 郑虹, . 强烈构造区硬梁包水电站地下洞室群围岩变形破坏特征与泸定地震响应分析[J]. 岩土力学, 2025, 46(7): 2265-2280.
[2] 储超群, 包兴佳, 毛明发, 吴顺川, 崔贺佳, . 深地灰岩三轴压缩声发射特征及破坏形式试验研究[J]. 岩土力学, 2025, 46(7): 2049-2061.
[3] 汪昕, 幸安康, 曾子强, 姜祎, 徐建宇, 王晓南, 刘造保, . 层理铁矿石剪切力学性能试验研究[J]. 岩土力学, 2025, 46(4): 1039-1048.
[4] 邓东平, 徐润冬, 彭一航, 文莎莎. 强度空间非均质性与各向异性特征下边坡稳定性极限平衡滑面应力法[J]. 岩土力学, 2025, 46(1): 55-72.
[5] 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.
[6] 高荡, 彭俊, 王航龙, 王林飞, 彭坤, . 含层理砂岩真三轴条件下力学特性研究[J]. 岩土力学, 2024, 45(S1): 349-358.
[7] 吴九江, 肖琳, 王丽娟, 张祎, . 基于粒子图像测速技术的节状地下连续墙变形特性与破坏模式研究[J]. 岩土力学, 2024, 45(9): 2707-2718.
[8] 韩勇, 李树忱, 袁超, 冯现大, 王修伟, . 单轴压缩下薄喷裂隙红砂岩力学性质与裂纹扩展特征分析[J]. 岩土力学, 2024, 45(9): 2583-2594.
[9] 王通, 刘先峰, 袁胜洋, 蒋关鲁, 胡金山, 邵珠杰, 田士军, . 顺倾及反倾层状碎裂结构斜坡地震反应的大型振动台试验研究[J]. 岩土力学, 2024, 45(2): 489-501.
[10] 徐文彬, 赵康奇, 张亚伦, 刘成保, 周磊, . 调控层胶结充填体三轴压缩力学性能及破坏特征研究[J]. 岩土力学, 2024, 45(12): 3658-3667.
[11] 王伟, 张宽, 曹亚军, 陈超, 朱其志, . 层状千枚岩各向异性力学特性与脆性评价研究[J]. 岩土力学, 2023, 44(4): 975-989.
[12] 许明, 余小越, 赵元平, 胡家驹, 张潇婷, . 顺倾层状碎裂结构岩质边坡地震动力响应及破坏模式分析[J]. 岩土力学, 2023, 44(2): 362-372.
[13] 林海, 曾一帆, 周创兵, 董平霄, 施建勇, . 褶皱土工膜+针刺钠基膨润土防水毯复合衬里的剪切试验研究[J]. 岩土力学, 2023, 44(2): 355-361.
[14] 钟紫蓝, 韩春堂, 李锦强, 赵鑫, 缪惠全. 浅埋管道水平横向作用下砂土极限承载力研究[J]. 岩土力学, 2022, 43(S2): 95-103.
[15] 张箭, 戚瑞宇, 宗晶瑶, 丰土根, . 盾构隧道环向开挖面破坏机制及剪胀效应研究[J]. 岩土力学, 2022, 43(7): 1833-1844.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!