CAJ | 학술논문

储隔层水平地应力差是水力裂缝高度延伸的主控因素，采用大尺寸全三维水力压裂实验系统模拟储隔层地应力条件，对长庆长6砂岩进行水力压裂裂缝垂向扩展模拟实验，并实现对大尺度岩样内部裂缝扩展的全三维实时声波监测。通过声波监测结果与实际裂缝形态对比，讨论了层间应力差、施工参数（排量、黏度）、施工压力对裂缝垂向延伸的影响。结果表明：缝高受层间应力差控制明显；同时施工参数也会影响裂缝的垂向延伸，高黏流体压裂有利于缝高延伸；对于均质致密砂岩岩样，实时声波监测技术能够对裂缝扩展动态进行有效监测。本研究为缝高延伸机理研究提供了实验手段，也为现场微地震监测提供参考。
저격층수평지응력차시수력렬봉고도연신적주공인소，채용대척촌전삼유수력압렬실험계통모의저격층지응력조건，대장경장6사암진행수력압렬렬봉수향확전모의실험，병실현대대척도암양내부렬봉확전적전삼유실시성파감측。통과성파감측결과여실제렬봉형태대비，토론료층간응력차、시공삼수（배량、점도）、시공압력대렬봉수향연신적영향。결과표명：봉고수층간응력차공제명현；동시시공삼수야회영향렬봉적수향연신，고점류체압렬유리우봉고연신；대우균질치밀사암암양，실시성파감측기술능구대렬봉확전동태진행유효감측。본연구위봉고연신궤리연구제공료실험수단，야위현장미지진감측제공삼고。
Horizontal geostress difference between reservoir and caprock is the main controlling factor for hydraulic fracturing height growth. A large scale full 3D hydraulic fracturing experiment system was used to simulate the geostress conditions of reservoir and caprock; simulation experiment was conducted to vertical growth of hydraulic fracturing for Chang-6 sandstone in Changqing Oil-field, and full 3D real-time acoustic monitoring was accomplished to internal fracture growth in large-size rock samples. A discussion was made regarding the effect interlayer stress difference, job parameters (flow rate, viscosity) and job pressure on vertical growth of fractures by comparing the results of acoustic monitoring and actual fracture geometry. The results show that fracture height is evidently controlled by interlayer stress difference; meanwhile, the job parameters will also affect the vertical growth of fractures, and fractur-ing with high-viscosity fluid is favorable for extension of fracture height; for homogeneous tight sandstone samples, real-time acoustic monitoring technique can effectively monitor the fracture growth conditions. This paper provides an experimental approach for the study on fracture height extension mechanism and also provides a reference for field micro-seismic monitoring.