煤炭工程 ›› 2025, Vol. 57 ›› Issue (5): 178-186.doi: 10. 11799/ ce202505024

• 研究探讨 • 上一篇    下一篇

三轴压缩及峰后循环荷载下轴向孔洞砂岩力学及渗流特性影响研究

张培森, 方家鑫, 裴海伦, 等   

  1. 1. 山东科技大学矿业与安全工程学院
    2. 山东科技大学
    3. 枣庄矿业(集团)济宁七五煤业有限公司
    4. 山东科技大学能源与矿业工程学院
  • 收稿日期:2025-01-16 修回日期:2025-03-13 出版日期:2025-05-13 发布日期:2025-07-03
  • 通讯作者: 方家鑫 E-mail:1481544137@qq.com

Mechanics and seepage characteristics of sandstone with axial pore under triaxial compression and post-peak cyclic loading#br#

  • Received:2025-01-16 Revised:2025-03-13 Online:2025-05-13 Published:2025-07-03

摘要:

为探究峰后循环荷载作用对含轴向孔洞缺陷岩体力学、渗透性的影响,明确工程重复扰动对缺陷底板岩体突水的影响规律,基于岩石自适应多场耦合试验仪,开展了20 MPa围压下孔径为5、10、15、20 mm轴向孔洞砂岩峰后循环荷载试验研究。研究结果表明:常规三轴压缩阶段,岩石渗透率随岩石内部裂隙的闭合、发育对应出现减小、增大的情况。5mm孔径孔洞岩石脆性破坏特征明显,10、15、20mm孔径孔洞岩石呈间歇性破坏形式,孔洞影响了岩石破坏特征。峰后循环阶段,岩石渗透率变化随轴压、围压作用呈规律性循环,循环卸载阶段岩石渗透率出现快速上升和快速下降现象。循环加卸载使岩石产生累积损伤,岩石循环承载能力随孔洞孔径增大而降低,峰后循环加卸载下含孔洞岩石渗流通道扩张总量大于渗流通道岩石颗粒堆积堵塞总量。含孔洞岩石破坏形式仍为贯通剪切破坏,循环荷载使次生剪切裂纹发育,且随孔洞孔径增大,裂纹发育程度越大,岩石破坏模式趋于复杂。

关键词:

岩石力学 , 峰后循环荷载 , 孔洞岩石 , 力学特性 , 渗流特性

Abstract: The rock itself is inhomogeneous, and the plastic failure of the aquifuge rock mass within the failure range of the coal seam floor occurs due to coal seam mining. The adjacent roadway excavation and working face mining and other projects lead to the rock mass undergoing cyclic loading and unloading process after failure. In order to investigate the effect of post-peak cyclic loads on the mechanics and permeability of rock masses with axial hole defects, and to clarify the influence of repeated engineering disturbance on water inrush of defective floor rock mass, the following was done. A post-peak cyclic loading test study was carried out on sandstone with holes of 5, 10, 15, and 20 mm under a confining pressure of 20 MPa. This study was based on the rock adaptive multi-field test instrument. The results show that : ( 1 ) In the conventional triaxial compression stage, the permeability of rock increases and decreases with the closure and development of internal cracks in rock. The brittle failure characteristics of rock with 5 mm pore size are obvious, and the rock with 10 mm, 15 mm and 20 mm pore size is intermittent. ( 2 ) In the post-peak cycle stage, the change of rock permeability shows a regular cycle with the action of axial pressure and confining pressure. In the cyclic unloading stage, the rock permeability increases rapidly and decreases rapidly. ( 3 ) Cyclic loading and unloading causes cumulative damage to the rock, and the cyclic bearing capacity of the rock decreases with the increase of the pore size. The total amount of seepage channel expansion of the rock containing pores under post-peak cyclic loading and unloading is greater than the total amount of rock particle accumulation and blockage in the seepage channel. ( 4 ) The failure mode of rock with holes is still transfixion shear failure. The cyclic loading makes the secondary shear cracks develop and the degree of crack development increases with the increase of pore size, and the failure mode of rock tends to be complex.