岩土力学 ›› 2025, Vol. 46 ›› Issue (3): 695-705.doi: 10.16285/j.rsm.2024.0595

• 基础理论与实验研究 • 上一篇    下一篇

基于四边形孔静力定向裂岩的断裂评判标准研究

苏永华,杨忠武,岳梢,李明   

  1. 湖南大学 土木工程学院,湖南 长沙 410082
  • 收稿日期:2024-05-20 接受日期:2024-09-04 出版日期:2025-03-10 发布日期:2025-03-10
  • 通讯作者: 杨忠武,男,2001年生,硕士研究生,主要从事岩土工程研究。E-mail: yangzhongwu@hnu.edu.cn
  • 作者简介:苏永华,男,1965年生,博士,教授,博士生导师,主要从事地下结构和岩土工程研究。E-mail: yong_su1965@126.com
  • 基金资助:
    国家自然科学基金项目(No.52178330,No.52478396)

Fracture evaluation criteria based on static directional cracking of rocks with quadrilateral holes

SU Yong-hua, YANG Zhong-wu, YUE Shao, LI Ming   

  1. College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China
  • Received:2024-05-20 Accepted:2024-09-04 Online:2025-03-10 Published:2025-03-10
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52178330, 52478396).

摘要: 静力膨胀裂岩技术中,尖角钻孔因应力集中效应显著,可大幅提升断裂效果。研究尖角较多的四边形孔静力裂岩的定向致裂机制并提出评判标准定量分析裂岩效果具有显著意义。为此,通过改变致裂岩石面积、钻孔数量与形状设计软岩相似试样开展静力膨胀试验,并利用粒子图像测试技术(particle image velocimetry,简称PIV)技术监测试样断裂过程及应变花记录并分析动态断裂力学行为;其次,引入平均能量利用率、断裂时效比、应力比及断裂面积比系数来量化试样断裂效果,提出断裂系数作为综合评判标准。结果表明:各试样均沿着四边形尖角角平分线发育两条主裂纹,随裂纹发展,应力峰值及总能量递减,断裂时间滞后。单孔作用下致裂岩石,梯形孔应力集中效应较菱形孔高13.75%,断裂效果更好;双孔相互作用下致裂岩石,菱形孔应力集中效应比梯形孔高16.67%,且应力衰减较缓。其中,方形−菱形孔的平均能量利用率最高,为62.66%;菱形−梯形孔组合断裂效果提升不大,断裂系数仅比单梯形孔高6.67%;方形−梯形孔组合断裂效果最好,断裂系数为1.15。

关键词: 静力膨胀, 四边形孔, 定向致裂, PIV技术, 能量利用率, 断裂系数

Abstract: The application of static expansion rock fracturing technology has shown that drilling holes with sharp corners significantly enhances the fracturing effect due to the pronounced stress concentration effect. Therefore, it is of great significance to study the directional fracturing mechanism of static rock fracturing using quadrilateral holes with multiple sharp corners and to propose criteria for quantitatively analyzing the fracturing effectiveness. To this end, soft rock specimens with varying fractured rock areas, numbers, and shapes of drill holes were designed to conduct static expansion tests. The fracture processes and dynamic fracture mechanics behaviors of the specimens were monitored and analyzed using particle image velocimetry (PIV) technology and strain rosettes. Secondly, to quantitatively assess the fracturing effectiveness of the specimens, dimensionless parameters such as the average energy utilization rate, fracture time efficiency ratio, stress ratio, and fracture area ratio coefficient were introduced. The fracture coefficient was proposed as a comprehensive evaluation criterion. The results indicate that each specimen developed two main cracks along the angular bisectors of the quadrilateral’s sharp corners. As the cracks propagated, the peak stress and total energy decreased sequentially, while the fracture time lagged. For single-hole fracturing, the stress concentration effect of trapezoidal holes was 13.75% higher than that of rhombic holes, resulting in a better fracturing effect. For dual-hole interaction fracturing, the stress concentration effect of rhombic holes was 16.67% higher than that of trapezoidal holes, and the stress decay was slower. Among the combinations, the square-rhombic hole configuration had the highest average energy utilization rate at 62.66%. The fracturing effectiveness of the rhombic-trapezoidal hole combination was not significantly improved, with a fracture coefficient only 6.67% higher than that of a single trapezoidal hole. The square-trapezoidal hole combination exhibited the best fracturing effect, with a fracture coefficient of 1.15.

Key words: static expansion, quadrangular holes, directional cracking, PIV technology, energy utilization rate, fracture coefficient

中图分类号: U231.1
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