摘要
对塔河碳酸盐岩岩心进行了一系列围压、孔隙压力条件下的三轴压缩测试,分析结果发现:1低围压时,碳酸盐岩石表现出很强的脆性,抗压强度低;高围压时,碳酸盐岩石表现出强塑性,且可能出现塑性硬化。2碳酸盐岩的弹性模量随围压的增大而增大,抗压强度随孔隙压力的增大而降低。3孔隙压力增大,碳酸盐岩的内聚力增大,内摩擦角降低。
The triaxial compression tests of the carbonate cores from Tahe Oilfield under the effect of different confining pressuresand pore pressures are carried out,and it is shown that:( 1) the carbonate presents strong brittleness and low compressive strength under low confining pressure,while it presents strong plasticity and plastic hardening may occur under high confining pressure;( 2) Young's modulus of the carbonate increases with the increase of confining pressure,and its compressive strength decreases with the increase of pore pressure;( 3) the cohesion of the carbonate increases and its internal frictional angle decrease with the increase of pore pressure.
出处
《西安石油大学学报(自然科学版)》
CAS
北大核心
2014年第5期17-20,4-5,共4页
Journal of Xi’an Shiyou University(Natural Science Edition)
基金
"十二五"国家科技重大专项(编号:2011ZX05014-006-003)
国家自然科学基金(编号:51304258)
关键词
碳酸盐岩
岩石力学
三轴应力
围压
孔隙压力
力学性质
carbonate
rock mechanics
triaxial stress
confining pressure
pore pressure
mechanical property