Mechanical behaviour of the Rotokawa Andesites (New Zealand): Insight into permeability evolution and stress-induced behaviour in an actively utilised geothermal reservoir
详细信息    查看全文
文摘

We present triaxial experiments on a suite of reservoir rock at a range of different pressure conditions.

Despite a brittle failure mode, high-porosity and/or highly altered rock can suffer a net porosity decrease after triaxial deformation.

Brittle deformation may increase or decrease permeability, depending on sample porosity and alteration.

We provide a Hoek-Brown failure criterion for typical Rotokawa Andesite.

Finite element modelling shows that brittle failure of intact rock (and therefore off-fault seismicity) is unlikely during production and injection.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700