Research on Creep Property of Cement Grouted Joint

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Abstract:

The creep property of cement grouted joint is studied based on creep test and theoretical analysis. Firstly, the multi-stage shear creep test under constant normal stress, joint roughness and cement filled thickness is carried out to obtain the creep deformation. Then the conventional linear Nishihara model is used to fit the test results. Due to the big deviation of the theoretical results from the test, the instantaneous elastic shear stiffnesses under different loading stages are calculated. It is found that they vary with the shear stress. The reasons for the nonlinearity are analyzed. Finally the parameters of the Nishihara model are modified to be nonlinear and fit with the test results showing good coincidence between them. These researches release the creep property of the cement grouted joint, and will provide a good basis for further research considering more influencing factors such as normal stress, joint roughness and cement filled thickness.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2819-2824

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

[1] MOU Gaoxiang, CHEN Gang, LIU Rongli. Study on JinpingⅠArch Dam Left Abutment Foundation Treatment[J]. Design of hydropower station, 2009; 25(2): 7-12[in Chinese].

Google Scholar

[2] LIU Ruiyi,LIU Fang,YU Xijun. Design of consolidation grouting and treatment of geological defects for the foundation of the Three Gorges dam[J]. Water power, 2004; 30(3): 18-21[in Chinese].

Google Scholar

[3] ZHANG Jixun, REN Xuhua, JIANGongdao et al. Study on seepage control measure of tunnel with high external underground water pressure[J]. Hydrology and geology 2006; (6): 62-65[in Chinese].

Google Scholar

[4] U.N. Sinha, B. Singh. Testing of rock joints filled with gouge using a triaxial apparatus [J]. International Journal of Rock Mechanics and Mining Sciences 2000; 37: 963-981[in English].

DOI: 10.1016/s1365-1609(00)00030-7

Google Scholar

[5] Jung-Wook Park, Jae-Joon Song. Numerical simulation of a direct shear test on a rock joint using a bonded-particle model[J]. International Journal of Rock Mechanics and Mining Sciences 2009; 46:1315-1328[in English].

DOI: 10.1016/j.ijrmms.2009.03.007

Google Scholar

[6] LI Haibo,FENG Haipeng,LIU Bo. Study on strength behaviors of rock joints under different shearing deformation[J]. Chinese Journal of Rock Mechanics and Engineering 2006; 25(12): 2435-2440[in Chinese].

Google Scholar

[7] Shen Mingrong, Zhu Genqiao. Testing study on creep characteristic of regularly dentate discontinuity[J]. Chinese Journal of Rock Mechanics and Engineering 2004; 23(2): 223-226[in Chinese].

Google Scholar

[8] Chen Ji. A study on the shear rheology of rock joint plane[J]. Journal of Huaihai Institute of Technology 2004; 13(4): 74-77[in Chinese].

Google Scholar

[9] LI Zhijing,ZHU Zhende,ZHU Mingli et al. Study on shear creep and roughness effect on hard discontinuities of marble. Chinese Journal of Rock Mechanics and Engineering 2009; 28(supp.1): 2605-2611[in Chinese].

Google Scholar

[10] V.A. Asanov, I.L. Pan'kov. Deformation of salt rocks joints in time[J]. Journal of Mining Science 2004; 40(4):355-359[in English].

Google Scholar

[11] YAN Zijian, XIA Caichu, WANG Xiaodong et al. Shear rheological properties and model for rock joints[J]. Journal Of Tongji University(Natural Science) 2009; 37(5): 601-606[in Chinese].

Google Scholar

[12] Sun Jun. Rheology of geotechnical engineering materials and its application[M]. Beijing: China architecture &building press 1999[in Chinese].

Google Scholar

[13] Shen Mingrong, Zhang Xuejin. Parametric analysis of shear creep constitutive equation of discontinuous plane with regular dentation[J]. Chinese Journal of Underground Space and Engineering 2006; 2(6):907-910[in Chinese].

Google Scholar