Introduction
Bimonthly, started in 1957
Administrator
Shanxi Provincial Education Department
Sponsor
Taiyuan University of Technology
Publisher
Ed. Office of Journal of TYUT
Editor-in-Chief
SUN Hongbin
ISSN: 1007-9432
CN: 14-1220/N
Administrator
Shanxi Provincial Education Department
Sponsor
Taiyuan University of Technology
Publisher
Ed. Office of Journal of TYUT
Editor-in-Chief
SUN Hongbin
ISSN: 1007-9432
CN: 14-1220/N
location: home > paper >

Study on Pore Structure and Permeability of Granite Subj ected to Heating and Water Quenching
DOI:
10.16355/j.cnki.issn1007-9432tyut.2019.04.011
Received:
Accepted:
Corresponding author | Institute | |
HU Yaoqing | Key Laboratory of In-situ Property-im proving Mining of Ministration of Education , Taiyuan University of Technology,Taiyuan 030024,China |
abstract:
In order to obtain the pore characteristics and permeability change law of water-quenched granite subjected to different temperatures, the water-quenched granites from 20 ℃ to 600 ℃ were used as the research object. Pore structure characteristics of the samples were tested by mercury intrusion porosimetry and permeability of the samples were measured by the transient pulse attenuation method. And the measured permeability was compared with the calculated value which was predicted based on the K-T model. The following conclusions were obtained: with temperature increasing, the porosity and permeability of water-quenched granite increased exponentially. 500~600 ℃ was the threshold temperature range for the change of porosity and permeability of water-quenched granite. Most of the new pores in the granite induced by high temperature and water quenching were mesopores. The significant increase of the porosity and permeability of water-quenched granite can be attributed to the growth of the mesopore content. The predicted permeability based on the K-T model can reflect quite well the variation trend of the true permeability. The research results can provide reference for the design and construction of high-temperature geothermal development projects.
Keywords:
hot dry rock;high-temperature rock;granite;water quenching;mercury intrusion porosimetry;permeability;pore characteristics;geothermal development