journal article·2009-10-25

A new Cosserat‐like constitutive model for bedded salt rocks

Yin‐Ping Li, Chun‐He Yang, Jaak J. K. Daemen, Xue‐Ying Yin, Feng Chen

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Abstract

Abstract Salt rocks are commonly used as geologic host rocks for storage of gas and crude oil, and are being considered for the disposal of radioactive waste. Different from the salt rock domes in many countries, the salt rock formations in China are usually laminar with many alternating layers, i.e. rock salt, anhydrite, and/or mudstone. Considering the unique stratigraphic characteristics of these salt rocks, a new Cosserat‐like medium constitutive model is proposed in order to facilitate efficient modeling of the mechanical behavior of these formations. In this model, a new representative volume element, containing two different layers, is employed to simulate the compatibility of the meso‐displacement between two different layers and also the bending effect. A new method for the deformation and failure analysis of bedded salt rocks is derived therefrom. Having the macro‐average stresses, the conventional stresses in the different layers can be obtained in sequence. The conventional stresses can then be utilized in a routine way for the strength and failure analysis. For the initial numerical modeling, the new Cosserat‐like medium is reduced to a transversely isotropic one. The simplified constitutive model for layered media is then implemented into FLAC3D codes. A test sample validates that the results by using the numerical model are in good agreement with that by using the built‐in model, and the mesh size for the new model is reduced greatly. Finally, an application for the stability of oil storage caverns in deep thinly bedded salt rocks is carried out. The effects on convergence of storage caverns and on the failure of surrounding rock due to the presence of the mudstone interlayers (hard phase) are discussed in detail. Copyright © 2009 John Wiley & Sons, Ltd.
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Research context

OpenAlex topics: Rock Mechanics and Modeling · Grouting, Rheology, and Soil Mechanics · Landslides and related hazards

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References (28)

Show source-provided references
1. A model for the mechanics of jointed rock10.1061/JSFEAQ.0001133 ↗
2. Cundall PA · 1987 · 129
3. Cosserat E · 1909
4. Continual model of laminar elastic medium
5. 10.1002/nag.161014070310.1002/nag.1610140703 ↗
6. 10.1016/S0266-352X(96)00011-010.1016/S0266-352X(96)00011-0 ↗
7. 10.1002/(SICI)1096-9853(199804)22:4<245::AID-NAG916>3.0.CO;2-R10.1002/(SICI)1096-9853(199804)22:4<245::AID-NAG916>3.0.CO;2-R ↗
8. 10.1002/(SICI)1099-1484(199905)4:3<195::AID-CFM59>3.0.CO;2-#10.1002/(SICI)1099-1484(199905)4:3<195::AID-CFM59>3.0.CO;2-# ↗
9. Axially symmetric buckling of a laminated half space with bending stiffness10.1016/0167-6636(86)90027-X ↗
10. 10.1002/nag.161014080310.1002/nag.1610140803 ↗
11. Relative gradient theory for layered materials
12. 10.1016/S0045-7825(97)00166-710.1016/S0045-7825(97)00166-7 ↗
13. 10.1016/S0997-7538(00)01116-510.1016/S0997-7538(00)01116-5 ↗
14. 10.1016/S0020-7683(99)00330-310.1016/S0020-7683(99)00330-3 ↗
15. 10.1016/S0020-7683(00)00295-X10.1016/S0020-7683(00)00295-X ↗
16. Cosserat medium analysis of deformation of layered rockmass with bending effects
17. Dawson EM · 1995 · 267
18. 10.1016/j.ijrmms.2006.09.00710.1016/j.ijrmms.2006.09.007 ↗
19. Li YP · 2007 · 69
20. YinXY.The mechanical behavior of layered salt rocks and stability analysis of gas/oil storages in thin bedded salt rock formation. Sc.D. Thesis Wuhan Institute of Rock and Soil Mechanic CAS China 2007.
21. 10.1016/0148-9062(82)90705-710.1016/0148-9062(82)90705-7 ↗
22. 10.1016/0148-9062(82)90706-910.1016/0148-9062(82)90706-9 ↗
23. 10.1002/nag.161016060210.1002/nag.1610160602 ↗
24. Localization of deformation and failure around elliptical perforations based on a polar continuum10.1007/s004660000183 ↗
25. Yang CH · 2007 · 399
26. Itasca Consulting Group Inc.FLAC3D (Fast Lagrangian Analysis of Continua in 3 Dimensions) User's Guide Version 2.1 Minneapolis MN 2002.
27. 10.1016/S1365-1609(97)80069-X10.1016/S1365-1609(97)80069-X ↗
28. 10.1061/(ASCE)1532-3641(2004)4:1(2)10.1061/(ASCE)1532-3641(2004)4:1(2) ↗