Recognition of creep model of layer composite rock mass and its application

Wen-quan Li , Xiang-dong Li , Bing Han , Yong Shu

Journal of Central South University ›› 2007, Vol. 14 ›› Issue (Suppl 1) : 329 -331.

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Journal of Central South University ›› 2007, Vol. 14 ›› Issue (Suppl 1) :329 -331. DOI: 10.1007/s11771-007-0275-x
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Recognition of creep model of layer composite rock mass and its application

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Abstract

The layer composite rock mass is composed of soft rock and hard rock. The difference of their mechanical characteristics is obvious. So it is difficult to describe comprehensively the complicated property with the existent constitutive model. Based on the creep properties of soft rock and hard rock in the composite rock mass and the creep experiment curves, the creep model was used by connecting Burgers model in series with a plastic component. The creep curves of the composite model under diverse stress levels were attained by multi-staged loading. The simulated result was proved to be good by comparing the theoretical curves and the experimental curves. The rheology principium of the complicated rock mass was illuminated well by the model so that it can be popularly used in engineering practice.

Keywords

layer composite rock mass / creep / constitutive model / multi-staged loading

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Wen-quan Li, Xiang-dong Li, Bing Han, Yong Shu. Recognition of creep model of layer composite rock mass and its application. Journal of Central South University, 2007, 14(Suppl 1): 329-331 DOI:10.1007/s11771-007-0275-x

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References

[1]

JinJ., CristescuN. D.. An elastic/viscoplastic model for transient creep of rock salt[J]. International Journal of Plasticity, 1998, 14(1/3): 85-107

[2]

PattonT. L.. A rheological model for fractured rock[J]. Journal of Sturctural Geology, 1998, 20(5): 491-502

[3]

ResaiC. S.. A constitutive model and associated testing for soft rock[J]. Int J Rock Mech Min Sci, 1987, 24(5): 78-85

[4]

NapierJ. A. L., MalanD. F.. A viscoplastic discontinuum model of time-dependent fracture and seismicity effects in brittle rock[J]. Int J Rock Mech Min Sci, 1997, 34(7): 1075-1089

[5]

ChesterF. M.. Rheologic model of crustal faults-influence of fluids on strength and stability[R]. Open-File Report. U.S. Geological Survey in Proceedings of Workshop, 1994, LXIII: 487-500

[6]

LoureiroP. J.. A rheological model of the behaviour of rocks and rock mass[C]. Proceedings of Sixth Congress of International Society for Rock Mechanics, 1987, Montreal, Canada, International Society for Rock Mechanics: 1085-1088

[7]

ChenY.-j., PanC.-l., CaoP.. A new mechanical model for soft rock rheology[J]. Rock and Soil Mechanics, 2003, 24(2): 209-214

[8]

FLAC3D. Fast Lagrangian Analysis of Continua in 3 Dimensions, Version 2.1, User’s Manual[M]. Itasca Consulting Group, Inc, USA.

[9]

XiaC.-c., SunJ.. Distinction of rheological model and determination of parameters on creep tests[J]. Journal of Tongji University, 1996, 24(5): 498-505

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