Preliminary Experimental Study of Effect of CO2-H2O Biphasic Fluid on Mechanical Behavior of Sandstone under True Triaxial Compression

被引:11
|
作者
Zhang, Qiang [1 ,2 ]
Hu, Shaobin [3 ]
Li, Xiaochun [1 ]
Shi, Lu [1 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[3] Hohai Univ, Coll Civil Engn & Transportat, Nanjing 210098, Jiangsu, Peoples R China
基金
国家重点研发计划; 中国博士后科学基金;
关键词
Geological sequestration; CO2-H2O biphasic fluid; SEM; Microstructure; Failure characteristics; Integrity of formation; COMPACTION LOCALIZATION; SUPERCRITICAL CO2; FAILURE MODE; ROCK; SEQUESTRATION; DEFORMATION; FRACTURE;
D O I
10.1061/(ASCE)GM.1943-5622.0001334
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Understanding the mechanical behavior of a reservoir is essential for securing the safety of CO2 storage projects. In this study, the effect of CO2-H2O biphasic fluid on the mechanical behavior and failure characteristics of sandstone was revealed. The preliminary results indicate that CO2-H2O biphasic fluid could significantly affect the mechanical behavior of sandstone, including reducing the strength, elastic modulus, Poisson's ratio, and bulk modulus of sandstone; enhancing the bulk compaction; and postponing the onset dilatancy of sandstone. However, the strength of water-bearing sandstone is weakly increased when CO2 is injected into the sample due to the capillary forces that develop under the unsaturated conditions. In addition, CO2-H2O biphasic fluid notably affects the failure characteristics of sandstone at macro- and microscales. A complex network of cracks is generated at macrostructure scale. The bonds between particles are damaged by CO2-H2O biphasic fluid at the microstructure scale.
引用
收藏
页数:11
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