土工基础 ›› 2023, Vol. 37 ›› Issue (6): 1044-1048.

• 测试技术 • 上一篇    

不同水压增量下单孔页岩数值模拟研究

夏 茜,王文涛   

  1. (贵州大学土木工程学院,贵阳 550025)
  • 收稿日期:2023-07-16 修回日期:2023-09-07 出版日期:2023-12-31 发布日期:2024-02-08
  • 作者简介:夏茜(1998-),女,硕士研究生,研究方向为岩土工程、结构工程。

Numerical Simulation of Single-Hole Shale Under Different Hydraulic Pressure Increments

XIA Xi, WANG Wentao   

  1. (School of Civil Engineering, Guizhou University, Guiyang 550025)
  • Received:2023-07-16 Revised:2023-09-07 Online:2023-12-31 Published:2024-02-08

摘要: 页岩储层的脆性矿物含量和分布是影响水力裂缝扩展的主控因素之一,为探究流固耦合作用下单孔页岩水压致裂过程中裂缝扩展规律,利用RFPA2D-Flow页岩破裂分析软件建立7组不同水压增量的数值模型,进行水力压裂数值模拟计算。研究表明:在加载过程中初始裂纹从单孔页岩孔周开始沿着页岩基质和石英交界最薄弱部位先产生微裂纹,裂纹沿着石英颗粒边缘扩展,其最终破坏模式可分为斜Y型和斜X型;由于围压和水压力耦合作用下,破坏过程出现两次损伤劣化,水压增量为0.45 MPa·step-1时,页岩损伤破坏应力最大,损伤破坏值为60.97 MPa。随着应力水平的增大,裂缝率大致呈增大的趋势,当内部应力平衡被打破时,页岩产生的微裂缝会被压密,当水力压裂增量为0.45 MPa·step-1时,裂缝率达到最大值。

关键词: 页岩, 流固耦合, 水力压裂, 石英填充, 数值模拟, 破坏模式

Abstract: To explore the fracture growth in the single-hole shale by the hydraulic fracturing under the fluid-structure interaction, the RFPA2D-Flow shale fracture analysis software was used to establish seven numerical models under different hydraulic pressure increments, and hydraulic fracturing tests were also performed. The results show that the initial crack starts from the borehole circumference of the single-hole shale during the loading process along the weakest part of the shale matrix and quartz junction, and the crack expands along the edge of the quartz grain. Its final failure modes can be divided into oblique Y type and oblique X type; Due to the coupled of confining pressure and water pressure, the damage degradation occurs twice in the failure process, and when the water pressure increment is 0.45MPa/step, the shale damage failure stress is the largest, and the damage failure value is 60.97MPa; When the internal stress balance is broken, the microfractures generated by shale will be compacted, and when the hydraulic fracturing increment is 0.45MPa/step, the fracture rate reaches the maximum.

Key words: Shale, Fluid-Structure Interaction, Hydraulic Fracturing, Quartz Filled, Numerical Investigations, Failure Modes

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