充填水泥浆岩石节理峰值剪切强度模型

doi:10.13722/j.cnki.jrme.2014.12.013

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Abstract A peak shear strength model for cement filled rock joints was proposed based on the results of theoretical analysis and direct shear tests. Firstly，three-dimensional morphology parameters of the cement filled rock joints was obtained. Then，the peak shear strength of the cement filled rock joints was calculated using the proposed model and comparisons were made between the calculated and measured results. Finally，the errors between the predicted and the measured peak shear strengths were analyzed. The predicted results was close to the measured ones. The model was found to capture well the influence of the three-dimensional morphology characteristics，the percentage of cement filling and the strength ratio of joint rock wall to cement stone. Errors were mainly caused by the inaccuracy of the proposed model and the defect of bond between joint and cement stone.

Key words： rock mechanics peak shear strength model peak shear strength cement-grouted joints direct shear test

Received: 31 October 2013

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2014.12.013 OR https://rockmech.whrsm.ac.cn/EN/Y2014/V33/I12/2481

[1]	BARTON N. Review of a new shear strength criterion for rock joints[J]. Engineering Geology，1973，7(4)：287-332. " target="_blank">
[2]	BARTON N，CHOUBEY V. The shear strength of rock joints in theory and practice[J]. Rock Mechanics，1977，10(1/2)：1-54. " target="_blank">
[3]	LADANYI B，ARCHAMBAULT G. Simulation of shear behaviour of a jointed rock mass[C]// Proceedings of the 11th US Symposium on Rock Mechanics(USRMS). [S.l.]：[s.n.]，1969：105-125. " target="_blank">
[4]	KULATILAKE P，SHOU G，HUANG T H，et al. New peak shear strength criterion for anisotropic rock joints[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abastracts，1996，32(7)：673-697. " target="_blank">
[5]	GRASSELLI G. Shear strength of rock joints based on quantified surface description[J]. Rock Mechanics and Rock Engineering，2006，39(4)：295-314.
[6]	INDRARATNA B，WELIDENIYA H S，BROWN E T. A shear strength model for idealised infilled joints under constant normal stiffness[J]. Géotechnique，2005，55(3)：215-226. " target="_blank">
[7]	INDRARATNA B，JAYANATHAN M，BROWN T. Shear strength model for overconsolidated clay-infilled idealised rock joints[J]. Géotechnique，2008，58(1)：55-65. " target="_blank">
[8]	DAVIES M C R，HAMZA O，LUMSDEN B W，et al. Laboratory measurement of the shear strength of ice-filled rock joints[J]. Annals of Glaciology，2000，31(1)：463-467. " target="_blank">
[9]	BUTRÓN C，AXELSSON M，GUSTAFSON G. Silica sol for rock grouting：laboratory testing of strength，fracture behaviour and hydraulic conductivity[J]. Tunnelling and Underground Space Technology，2009，24(6)：603-607.
[10]	裴向军，黄润秋，李正兵，等. 锦屏一级水电站左岸卸荷拉裂松弛岩体灌浆加固研究[J]. 岩石力学与工程学报，2011，30(2)：284-288.(PEI Xiangjun，HUANG Runqiu，LI Zhengbing，et al. Research on grouting reinforcement of unloading fractured loose rock mass in left bank of Jinping I hydropoweer station[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(2)：284-288.(in Chinese))
[11]	文海家，姜命强，陈云. 三峡永久船闸F1096断层复合灌浆处理及效果检验[J]. 水力发电学报，2006，25(5)：102-106.(WEN Haijia，JIANG Mingqiang，CHEN Yun. Compound-grouting effect-verification at fault F1096 under permanent shiplock of Three Gorges Project[J]. Journal of Hydroelectric Engineering，2006，25(5)：102-106.(in Chinese)) " target="_blank">
[12]	李朝政，沈蓉，李伟，等. 小湾水电站坝基卸荷岩体抗剪特性研究[J]. 岩土力学，2008，29(增1)：485-490.(LI Chaozheng，SHEN Rong，LI Wei，et al. Research on shear resistance of dam foundation unloading rockmass of Xiaowan hydropower station[J]. Rock and Soil Mechanics，2008，29(Supp.1)：485-490.(in Chinese)) " target="_blank">
[13]	韩立军，宗义江，韩贵雷，等. 岩石结构面注浆加固抗剪特性试验研究[J]. 岩土力学，2011，32(9)：2 570-2 576.(HAN Lijun，ZONG Yijiang，HAN Guilei，et al. Study of shear properties of rock structure plane by grouting reinforcement[J]. Rock and Soil Mechanics，2011，32(9)：2 570-2 576.(in Chinese))
[14]	李坤，佘成学. 灌浆节理压剪峰值抗剪强度数值试验研究[J]. 武汉大学学报：工学版，2012，45(5)：570-574.(LI Kun，SHE Chengxue. Numerical test study of peak shear strength of cement-grouted joint under compression shearing[J]. Engineering Journal of Wuhan University，2012，45(5)：570-574.(in Chinese))
[15]	王观石，胡世丽，刘洪兴，等. 用声发射监测岩石与混凝土界面的破坏过程[J]. 矿业工程，2006，4(4)：22-24.(WANG Guanshi，HU Shili，LIU Hongxing，et al. The damage process of rock-concrete interface by acoustic emission[J]. Mining Engineering，2006，4(4)：22-24.(in Chinese))
[16]	王来贵，李建新，赵娜，等. 岩石工程系统破坏的弱场控制探讨[J]. 辽宁工程技术大学学报：自然科学版，2005，24(5)：671-673.(WANG Laigui，LI Jianxin，ZHAO Na，et al. Research on weak-field control of rock engineering system failure[J]. Journal of Liaoning Technical University：Natural Science，2005，24(5)：671-673.(in Chinese))
[17]	孙辅庭，佘成学，万利台. 新的岩石节理粗糙度指标研究[J]. 岩石力学与工程学报，2013，32(12)：2 513-2 519.(SUN Futing，SHE Chengxue，WAN Litai. Research on a new roughness index of rock joint[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(12)：2 513-2 519.(in Chinese))
[18]	孙辅庭，佘成学，万利台，等. 基于三维形貌特征的岩石节理峰值剪切强度准则研究[J]. 岩土工程学报，2014，36(3)：529-536.(SUN Futing，SHE Chengxu，WAN Litai，et al. Peak shear strength criterion for rock joints based on three-dimensional morphology characteristics[J]. Chinese Journal of Geotechnical Engineering，2014，36(3)：529-536.(in Chinese))