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李泓颖, 刘晓辉, 肖文根, 郑 钰, 薛 洋, 桂 欣.深埋大理岩三轴加卸荷过程能量演化特征水资源与水工程学报[J].,2023,34(1):190-198
深埋大理岩三轴加卸荷过程能量演化特征
Energy evolution characteristics of deep buried marble under triaxial loading and unloading
  
DOI:10.11705/j.issn.1672-643X.2023.01.23
中文关键词:  深埋大理岩  三轴加卸荷  能量演化  耗散能损伤  初始围压  卸荷速率
英文关键词:deep-buried marble  triaxial loading and unloading  energy evolution  dissipative energy damage  initial confining pressure  unloading rate
基金项目:西华大学重点科研基金项目(Z17113); 西华大学研究生创新基金项目(YCJJ2021056); 深地科学与工程教育部重点实验室(四川大学)开放基金项目(DESE202003)
作者单位
李泓颖1, 刘晓辉2,3, 肖文根1, 郑 钰1, 薛 洋1, 桂 欣1 (1.西华大学 能源与动力工程学院 四川 成都 610039 2.西华大学 流体及动力机械教育部重点实验室 四川 成都 610039 3.四川大学 深地科学与工程教育部重点实验室 四川 成都 610065) 
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中文摘要:
      为研究深埋大理岩加卸荷全过程的变形破坏特征,利用MTS岩石力学试验系统对锦屏深埋大理岩试样开展25、50、80 MPa 3种不同初始围压和0.01、0.1、1.0 MPa/s 3种不同卸荷速率的三轴加卸荷试验,引入能量转化参数以更好地表征峰前及峰后能量转化特征,并据此构建基于耗散能的损伤模型,深入探索大理岩加卸载破坏全过程的损伤演化状态。结果表明:大理岩在卸荷段前主要以弹性能的累积为主,卸荷开始后耗散能占主导地位。峰前卸荷过程中Ud耗散速率>U3消散速率>Ue储存速率,与常规三轴加载相比,大理岩在峰前卸荷段的应变能转化速率大得多。峰后应力跌落段各应变能转化速率明显较峰前卸荷段大,表明峰后大理岩环向扩容加剧,弹性能在峰后快速释放。随着初始围压、卸荷速率的增大,大理岩由张拉-剪切破坏转变为以剪切破坏为主,峰后耗散能的耗散速率越快,则大理岩剪切破裂性质愈明显、脆性破坏越强、破坏程度越小。高围压可能会抑制岩石的损伤累积扩展,而高卸荷速率下大理岩试样内部裂纹扩展不充分导致其发生破裂时损伤曲线急剧上升。
英文摘要:
      In order to study the deformation and failure characteristics of the deep-buried marble in the whole process of loading and unloading, the MTS rock mechanical testing system was used to carry out triaxial loading-unloading tests with three different initial confining pressures of 25, 50 and 80 MPa, and three different unloading rates of 0.01, 0.1 and 1 MPa/s on the deep-buried marble in Jinping. The energy conversion parameter was introduced to better characterize the energy conversion characteristics before and after the stress peak. Then, a damage model based on dissipated energy was constructed in order to further explore the damage evolution state of deep-buried marble during the whole process of loading and unloading failure. The research results show that before the unloading section, it is mainly the elastic energy that accumulates in the marble; after the unloading starts, the dissipative energy becomes dominant. Ud dissipation rate>U3 dissipation rate>Ue storage rate during pre-peak unloading process, the strain energy conversion rate at the pre-peak unloading section in the marble is much higher than that under the conventional triaxial loading. Furthermore, the transformation rate of each strain energy in the post-peak stress-drop section is significantly larger than that in the pre-peak unloading section, indicating that the post-peak marble hoop expansion is intensified, and the elastic energy is rapidly released after the peak. With the increase of initial confining pressure and unloading rate, the dominant failure type changes from tensile shear failure to shear failure. The faster the dissipation rate of the post-peak dissipation energy, the more obvious the shear fracture property of the marble, the stronger the brittle failure and the smaller the damage degree. High confining pressure may inhibit the damage accumulation and expansion of the marble, whereas the insufficient expansion of the internal cracks in the marble sample at high unloading rate can cause the damage curve to rise sharply when the failure starts.
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