- Effects of effective stress and temperature on permeability of sandstone from CO2-plume geothermal reservoir
- Y.Z. Sun ; L.Z. Xie ; B. He ; C. Gao ; J. Wang
- Book Title / Journal: Journal of Rock Mechanics and Geotechnical Engineering
- Year: 2016 , Volume: 8
- Rock Engineering
- Keywords: Sandstone from CO2-plume geothermal (CPG) reservoir ; Temperature and effective stress ; Flow channel ; Two parts permeabilities
- Abstract
Rock is generally complex and heterogeneous, therefore the heterogeneity effects of effective stress and temperature on permeability should be taken into account. In this study, two-part Hooke's model (TPHM) is introduced to understand the influences of effective stress and temperature on permeability of soft and hard parts (two parts) of rock based on coupling thermo-hydro-mechanical tests. Under a fixed temperature level (25 °C, 35 °C, 50 °C, 65 °C, 80 °C, 90 °C and 95 °C), the tests were carried out in a conventional triaxial system whereas the confining pressure was remained at 50 MPa, and the pore pressure was increased to the specified levels step by step, i.e. 8 MPa, 18 MPa, 28 MPa, 38 MPa, 41 MPa, 44 MPa, 46 MPa and 48 MPa. The temperature-dependent relationships for two parts permeabilities are proposed on the basis of the initial test results. We point out that temperature of 65 °C–90 °C is the threshold for the development of CO2-plume geothermal (CPG) reservoir sandstone cracking under low effective stress (2–9 MPa) based on the relationship between temperature and soft part permeability. Furthermore, we discuss the effect of temperature on the two parts in the rock. The results indicate that as the temperature increases from 25 °C to 65 °C, the flow channel in the hard part has a stronger response to temperature than that in the soft part at a fixed effective stress level, which is opposite to the situation of effective stress. Considering that natural rock is generally heterogeneous with non-uniform pore structure, we suggest a physical interpretation of the phenomenon that before the thermal cracking threshold the two parts have different responses to temperature. PDF |
- On area-specific underground research laboratory for geological disposal of high-level radioactive waste in China
- J. Wang
- Book Title / Journal: Journal of Rock Mechanics and Geotechnical Engineering
- Year: 2014 , Volume: 6
- Rock Engineering
- Keywords: underground research laboratory ; high level radioactive waste (HLW)
- Description
- Underground research laboratories (URLs), including “generic URLs” and “site-specific URLs”, are underground facilities in which characterisation, testing, technology development, and/or demonstration activities are carried out in support of the development of geological repositories for high-level radioactive waste (HLW) disposal. In addition to the generic URL and site-specific URL, a concept of “area-specific URL”, or the third type of URL, is proposed in this paper. It is referred to as the facility that is built at a site within an area that is considered as a potential area for HLW repository or built at a place near the future repository site, and may be regarded as a precursor to the development of a repository at the site. It acts as a “generic URL”, but also acts as a “site-specific URL” to some extent. Considering the current situation in China, the most suitable option is to build an “area-specific URL” in Beishan area, the first priority region for China's high-level waste repository. With this strategy, the goal to build China's URL by 2020 may be achieved, but the time left is limited.
PDF |
- Numerical analysis of thermal process in the near field around vertical disposal of high-level radioactive waste
- H.G. Zhao ; H. Shao ; H. Kunz ; J. Wang ; R. Su ; Y.M. Liu
- Book Title / Journal: Journal of Rock Mechanics and Geotechnical Engineering
- Year: 2014 , Volume: 6
- Rock Engineering
- Keywords: high-level radioactive waste HLW) ; Vertical disposal ; Engineered barrier system (EBS) ; Thermal conductivity propertie
- Abstract
For deep geological disposal of high-level radioactive waste HLW) in granite, the temperature on the HLW canisters is commony designed to be lower than 100°C. This criterion dictates the dimension of the repository. Based on the concept of HLW disposal in vertical boreholes, thermal process in the near field host rock and buffer) surrounding HLW canisters has been simulated by using different methods. The results are drawn as follows (a) the initial heat power of HLW canisters is the most important and sensitive parameter for evolution of temperature field; (b) the thermal properties and variations of the host rock, the engineered buffer, and possible gaps between canister and buffer and host rock are the additional key factors governing the heat transformation; (c) the gaps width and the filling by water or air determine the temperature offsets between them. PDF |
- Deformation safety of high concrete face rockfill dams
- D. Li ; Z. Mi ; J. Wang ; N. Li
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Earth / Rockfill Dams
PDF |
- The reinforcement mechanism and effect of potassium silicate solutions in an unsaturated loess soil subjected to saturation
- L. Li ; S.J. Wang ; R. Chen ; C.W.W. Ng ; Z.X. Li
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Ground Improvement
PDF |
- Review and interpretation of intersection stability in deep underground based on numerical analysis
- J. Wang ; L.C. Cheng ; B.H. Guo ; T.K. Lu
- Geotechnical Aspects of Underground Construction in Soft Ground – Proceedings of the 6th International Symposium (IS-SHANGHAI 2008)
Shanghai - China
April 10-12, 2008
- Year: 2008
- Underground Structures ; Numerical & Constitutive Modeling
PDF |
- The response of pile foundations subjected to shield tunnelling
- J. Wang ; Y.K. Chow ; K.Y. Yong ; C.H. Pang
- Geotechnical Aspects of Underground Construction in Soft Ground – Proceedings of the 5th International Conference of TC28 of the ISSMGE
Amsterdam – The Netherlands
June 15-17, 2005
- Year: 2005
- Pile Foundations ; Tunneling
PDF |
- Complex pier scout and contraction scour in cohesive soils
- J.-L. Briaud ; C.H. Chen ; Y. Li ; P. Nurtjahyo ; J. Wang
- Transportation Research Board, National Research Council. Available by Prof. Briaud's website
- Year: 2003
- Other Geotechnical
PDF |
- Twin Tunnels-Induced Ground Settlement in Soft Soils
- J. Wang ; S.L. Kong ; C.F. Leung
- Geotechnical Engineering in Urban Construction, Tsinghua University Press, pp.241-244
- Year: 2003
- Tunneling ; Underground Structures
PDF |
- Factors influencing the ground loss due to tunnels driven by EPB shield
- J.J. Wang ; Y.W. Chen ; C.T. Chang
- Year: 1999
- Tunneling ; Tunneling in Soils
- Description
- Geotechnical Aspects of Underground Construction in Soft Ground – Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground – IS-TOKYO’99
Tokyo - Japan
July 19-21, 1999
PDF |
- Consolidation analysis of lumpy fills using a homogenization method
- J. Wang ; Y.K. Chow ; C.F. Leung
- Proceedings of the 9th International Conference of the Association for Computer Method and Advances in Geomechanics, Wuhan, China, pp. 1075-1080. Balkema, Rotterdam
- Year: 1997
- Soil Mechanics
PDF |
- STUDY ON EVALUATION OF LOESS LIQUEFACTION FOR SEISMIC DESIGN
- L. Wang ; Q. Wang ; Z. YUAN ; P. WANG ; H. SUN ; J. Wang
- TC 203 Conferences in Earthquake Engineering - 5th International Conference on Earthquake Geotechnical Engineering (Santiago, Chile)
-
- Liquefaction Engineering ; Soil Dynamics Testing in the Laboratory ; Laboratory Testing
PDF |
- Factors influencing the ground loss due to tunnels driven by EPB shield
- C.T. Chang ; Y.W. Chen ; J.J. Wang
- Underground Construction in Soft Ground Symposium (TC204) - IS TOKYO '99
-
- Tunneling
PDF |
- Deformation safety of high concrete face rockfill dams
- N. Li ; J. Wang ; Z. Mi ; D. Li
- International Conference on Soil Mechanics and Geotechnical Engineering - 18th International Conference on Soil Mechanics and Geotechnical Engineering (Paris)
-
- Earth / Rockfill Dams
PDF |
- High-pressure Dry Soilcreting (HDS), a new technology for soil improvement
- J. Wang ; H. Niu ; S. Li
- International Conference on Soil Mechanics and Geotechnical Engineering - 12th International Conference on Soil Mechanics and Foundation Engineering (Rio De Janeiro)
-
- Ground Improvement
PDF |