›› 2017, Vol. 38 ›› Issue (S1): 173-180.doi: 10.16285/j.rsm.2017.S1.020

• 基础理论与实验研究 • 上一篇    下一篇

循环荷载下支撑剂的变形及渗透特性试验研究

卢义玉1, 2,韩帅彬1, 2,汤积仁1, 2,周 雷1, 2,李泓涟1, 2,廖 引1, 2   

  1. 1. 重庆大学 煤矿灾害动力学与控制国家重点实验室,重庆 400030;2. 重庆大学 复杂煤气层瓦斯开采国家地方联合工程实验室,重庆 400030
  • 收稿日期:2016-08-29 出版日期:2017-06-22 发布日期:2018-06-05
  • 作者简介:卢义玉,男,1972年生,博士,教授,博士生导师,主要从事高压水射流开发及其应用和页岩气开发等方面研究
  • 基金资助:

    国家重点基础研究发展计划(973)(No. 2014CB239206);国家自然科学基金青年基金项目(No. 51404045);长江学者和创新团队发展计划(No. IRT13043)。

Experimental study of deformation and seepage characteristics of proppant under cyclic loading

LU Yi-yu1, 2, HAN Shuai-bin1, 2, TANG Ji-ren1, 2, ZHOU Lei1, 2, LI Hong-lian1, 2, LIAO Yin1, 2   

  1. 1.State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400030, China; 2. National & Local Joint Engineering Laboratory of Gas Drainage in Complex Coal Seam, Chongqing University, Chongqing 400030, China
  • Received:2016-08-29 Online:2017-06-22 Published:2018-06-05
  • Supported by:

    This work was supported by the National Program on Key Basic Research Project of China (973 Program) (2014CB239206) and the National Natural Science Foundation of China (51404045), and Program for Changjiang Scholars and Innovative Research Team in University(IRT13043).

摘要: 针对页岩气井多段压裂过程中人工裂缝的应力阴影效应及生产过程中采气–停采引起的变化荷载伤害裂缝导流能力的问题,以陶粒支撑剂为研究对象,采用DL-2000型裂缝导流仪,开展了循环荷载条件下不同铺砂厚度支撑剂的变形及渗透特性实验研究。结果表明,随着循环次数的增加,弹性应变基本稳定,塑性应变持续产生,后者是导致渗透率持续降低的根本原因;塑性应变与永久渗透率损失随闭合压力的变化趋势吻合良好;弹性应变和可恢复渗透率损失随闭合压力的增大而增大,弹性应变随铺砂厚度增大而减小,可恢复渗透率损失随铺砂厚度增大无显著变化;随着铺砂厚度的增大,支撑剂层应力敏感性减弱,颗粒破碎程度降低。适当增加铺砂厚度能有效减小裂缝宽度及渗透率损失,降低循环荷载对导流能力的伤害程度。

关键词: 循环荷载;导流能力;支撑剂层;应力敏感性;渗流&ndash, 应变耦合

Abstract: Alternating load damages fracture conductivity. Alternating load is caused by stress shadow effect between artificial fractures during the process of shale-gas well multistage fracturing or caused by gas extraction and stop production during the period of production. Ceramic proppants with different thicknesses are tested via the DL-2000 diversion tester under cyclic loading to study deformation and seepage characteristics of proppant. The results show that with the number of cyclic loading increasing, elastic strain is basically stable, the plastic strain continues producing. Plastic strain is the basic reason of the decreasing permeability. The trends of plastic strain along with closure pressure coincide well with that of permanent permeability loss. Elastic strain and recovery permeability increase with closure pressure increasing. Elastic strain decreases with sand thickness increasing; but recovery permeability has no significant change. Along with the thickness of sanding increasing, fracture stress sensitivity reduces; particle breakage degree decreases; so increasing sanding thickness can decrease crack width loss and permeability loss; and then reduce the harm of fracture conductivity caused by cyclic loading.

Key words: cyclic loading, conductivity, proppant, stress sensitivity, coupled seepage and strain

中图分类号: 

  • TD 83

[1] 董 诚,郑颖人,唐晓松. 渗流条件下基坑水-土压力不同计算方法的比较[J]. , 2007, 28(S1): 677-681.
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