摘要
使用岩石破裂失稳的渗流应力耦合系统研究带有圆孔的圆形岩石试件水压作用下的开裂、扩展和失稳过程。结果表明,岩石的非均质性导致破裂的初始压力和失稳压力明显不同,水压破裂路径不规则发展。
Circular samples with borehole are numerically loaded using flowcoupled Rock Failure Process Analysis code (F-RFPA2D) under internal hydraulic pressure rising at a constant rate under zero confining pressure to investigate the hydraulic fracture initiation, propagation and breakdown. Our findings are:heterogeneity of rock has a significant influence on initiation?breakdown pressure and irregular hydraulic fracture trajectory;hydraulic fracture initiation occurs considerably early before breakdown pressure is reached;the random location of the individual inhomogeneities results in an irregular hydraulic fracture trajectory.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2002年第6期724-728,共5页
Chinese Journal of Geotechnical Engineering
基金
国家自然科学基金重点资助项目(50134040)