摘要
针对影响水压致裂实验中起裂和失稳压力变化的诸多因素,通过RFPA2D-Flow数值仿真实验,建立了水压致裂模型,研究了孔隙水压力系数、围压比及非均匀性等因素对水压致裂的影响.研究结果表明,试件孔隙水压力系数及围压比的变化对水压致裂起裂压力和失稳压力影响明显;随着孔隙水压力系数的增大,岩石试件的起裂压力和失稳压力都随之减小,最大降幅可达37%;而围压比从1.0增加到1.5过程中,起裂压力和失稳压力降低了大约16%.分析结果对水压致裂施工设计及研究具有一定的参考价值.
Allowing for factors affecting initial fracture pressure and breakdown pressure in hydraulic fracturing test, a hydraulic fracturing model was built by RFPA2D-Flow numerical simulation. The effect of pore water pressure coefficient, confining pressure ratio and heterogeneity on hydraulic fracturing was studied. The results showed that the changes of pore water pressure coefficient and confining pressure ratio have a remarkable effect on the initial fracture pressure and breakdown pressure during hydraulic fracturing process. The initial fracture pressure and breakdown pressure decrease with rising pore water pressure coefficient, and the largest drop could reach 37%. The initial fracture pressure and breakdown pressure decrease about 16% for the confining pressure ratio from 1.0 to 1.5. The investigation can provide meaningful guides for the design of hydraulic fracture engineering in practice.
出处
《东北大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2012年第10期1483-1486,共4页
Journal of Northeastern University(Natural Science)
基金
国家自然科学基金重点资助项目(51034001)
国家自然科学基金资助项目(51174045
50904013)
中央高校基本科研业务费专项资金资助项目(N090101001
N100601003
N100601004)
关键词
水压致裂
起裂压力
失稳压力
孔隙水压力系数
围压比
hydraulic fracturing
initial fracture pressure
breakdown pressure
pore water pressure coefficient
confining pressure ratio
