Citation: | GAO Fuzhou, ZHANG Junyun, LUO Xiaolong, ZHAI Kexiang, ZHANG Le, HUANG Rui, WU Xiaofei. Shear mechanical properties and empirical formula of infilled rock joints[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 608-617. DOI: 10.11779/CJGE20231194 |
[1] |
LADANYI B, ARCHAMBAULT G. Shear strength and deformability of filled indented joints[C]// Proceedings of International Symposium on Geotechnics of Structurally Complex Formations, Capri, Italy, 1977.
|
[2] |
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. doi: 10.1680/geot.2005.55.3.215
|
[3] |
INDRARATNA B, JAYANATHAN M, BROWN E T. Shear strength model for overconsolidated clay-infilled idealised rock joints[J]. Géotechnique, 2008, 58(1): 55-65. doi: 10.1680/geot.2008.58.1.55
|
[4] |
INDRARATNA B, PREMADASA W, BROWN E T, et al. Shear strength of rock joints influenced by compacted infill[J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 70: 296-307. doi: 10.1016/j.ijrmms.2014.04.019
|
[5] |
MIRZAGHORBANALI A, NEMCIK J, AZIZ N. Effects of cyclic loading on the shear behaviour of infilled rock joints under constant normal stiffness conditions[J]. Rock Mechanics and Rock Engineering, 2014, 47(4): 1373-1391. doi: 10.1007/s00603-013-0452-1
|
[6] |
JAHANIAN H, SADAGHIANI M H. Experimental study on the shear strength of sandy clay infilled regular rough rock joints[J]. Rock Mechanics and Rock Engineering, 2015, 48(3): 907-922. doi: 10.1007/s00603-014-0643-4
|
[7] |
PHIEN-Wej N, SHRESTHA U B, RANTUCCI G. Effect of infill thickness on shear behaviour of rock joints[C]// Proceedings of the International Conference on Rock Joints. Loen, 1990: 289-294.
|
[8] |
SHRIVASTAVA A K, RAO K S. Physical modeling of shear behavior of infilled rock joints under CNL and CNS boundary conditions[J]. Rock Mechanics and Rock Engineering, 2018, 51(1): 101-118. doi: 10.1007/s00603-017-1318-8
|
[9] |
LU Y L, WANG L G, LI Z L, et al. Experimental study on the shear behavior of regular sandstone joints filled with cement grout[J]. Rock Mechanics and Rock Engineering, 2017, 50(5): 1321-1336. doi: 10.1007/s00603-016-1154-2
|
[10] |
KANG Y S, HOU C C, LIU B, et al. Influence of water content on the shear strength of rock joints with clay-rich fillings[J]. Rock Mechanics and Rock Engineering, 2023, 56(2): 1437-1449. doi: 10.1007/s00603-022-03158-2
|
[11] |
焦峰, 郭保华, 翟明磊. 砂土充填大理岩节理的剪切强度经验公式[J]. 岩土力学, 2018, 39(11): 4102-4108.
JIAO Feng, GUO Baohua, ZHAI Minglei. Empirical formula for shear strength of marble joints infilled with sands[J]. Rock and Soil Mechanics, 2018, 39(11): 4102-4108. (in Chinese)
|
[12] |
焦峰, 许江, 郭保华, 等. 充填厚度对岩石节理剪切强度影响的剪切试验研究[J]. 采矿与安全工程学报, 2022, 39(2): 405-412.
JIAO Feng, XU Jiang, GUO Baohua, et al. A shear test study on the influence of filled thickness on the shear strength of rock joints[J]. Journal of Mining & Safety Engineering, 2022, 39(2): 405-412. (in Chinese)
|
[13] |
许万忠, 林杭, 曹日红. 充填粗糙节理直剪数值模拟宏细观分析[J]. 西南交通大学学报, 2018, 53(3): 548-557. doi: 10.3969/j.issn.0258-2724.2018.03.016
XU Wanzhong, LIN Hang, CAO Rihong. Simulation and macro-mesoscopic parameter analysis for direct shear of filled rough joints[J]. Journal of Southwest Jiaotong University, 2018, 53(3): 548-557. (in Chinese) doi: 10.3969/j.issn.0258-2724.2018.03.016
|
[14] |
GONG L B, NEMCIK J, REN T. Numerical simulation of the shear behavior of rock joints filled with unsaturated soil[J]. International Journal of Geomechanics, 2018, 18(9): 4018112. doi: 10.1061/(ASCE)GM.1943-5622.0001253
|
[15] |
LIU X W, DENG W, LIU B, et al. Influence analysis on the shear behaviour and failure mode of grout-filled jointed rock using 3D DEM coupled with the cohesive zone model[J]. Computers and Geotechnics, 2023, 155: 105165. doi: 10.1016/j.compgeo.2022.105165
|
[16] |
肖维民, 余欢, 朱占元, 等. 薄层充填岩石节理剪胀特性试验研究[J]. 岩土工程学报, 2020, 42(8): 1499-1508. doi: 10.11779/CJGE202008015
XIAO Weimin, YU Huan, ZHU Zhanyuan, et al. Experimental study on shear dilatancy characteristics of thinly-infilled rock joints[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(8): 1499-1508. (in Chinese) doi: 10.11779/CJGE202008015
|
[17] |
ZHAO Y L, ZHANG L Y, WANG W J, et al. Experimental study on shear behavior and a revised shear strength model for infilled rock joints[J]. International Journal of Geomechanics, 2020, 20(9): 04020141. doi: 10.1061/(ASCE)GM.1943-5622.0001781
|
[18] |
PAPALIANGAS T, HENCHER S R, LUMSDEN A C, et al. The effect of frictional fill thickness on the shear strength of rock discontinuities[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1993, 30(2): 81-91.
|
[19] |
孙辅庭, 佘成学, 万利台. 充填水泥浆岩石节理峰值剪切强度模型[J]. 岩石力学与工程学报, 2014, 33(12): 2481-2489.
SUN Futing, SHE Chengxue, WAN Litai. A peak shear strength model for cement filled rock joints[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(12): 2481-2489. (in Chinese)
|
[20] |
SHE C X, SUN F T. Study of the peak shear strength of a cement-filled hard rock joint[J]. Rock Mechanics and Rock Engineering, 2018, 51(3): 713-728. doi: 10.1007/s00603-017-1358-0
|
[21] |
修占国, 王述红, 王斐笠, 等. 充填体和围岩-充填体界面剪切特性对比试验研究[J]. 岩石力学与工程学报, 2021, 40(8): 1628-1642.
XIU Zhanguo, WANG Shuhong, WANG Feili, et al. Comparative experimental study on the shear behavior of cemented paste backfill and surrounding rock-backfill interface[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(8): 1628-1642. (in Chinese)
|
[22] |
罗战友, 黄斌, 杜时贵, 等. 基于形貌全覆盖的岩石结构面抗剪强度尺寸效应试验研究[J]. 岩石力学与工程学报, 2024, 43(2): 287-297.
LUO Zhanyou, HUANG Bin, DU Shigui, et al. Experimental study on size effect of shear strength of rock joints[J]. Chinese Journal of Rock Mechanics and Engineering, 2024, 43(2): 287-297. (in Chinese)
|
[23] |
BARTON N, CHOUBEY V. The shear strength of rock joints in theory and practice[J]. Rock Mechanics, 1977, 10(1): 1-54.
|
[24] |
TSE R, CRUDEN D M. Estimating joint roughness coefficients[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1979, 16(5): 303-307.
|
[25] |
MURALHA J, GRASSELLI G, TATONE B, et al. ISRM suggested method for laboratory determination of the shear strength of rock joints: revised version[J]. Rock Mechanics and Rock Engineering, 2014, 47(1): 291-302. doi: 10.1007/s00603-013-0519-z
|
[26] |
许江, 雷娇, 刘义鑫, 等. 充填物性质影响结构面剪切特性试验研究[J]. 岩土力学, 2019, 40(11): 4129-4137.
XU Jiang, LEI Jiao, LIU Yixin, et al. Experimental study on shear behavior of joints filled with different materials[J]. Rock and Soil Mechanics, 2019, 40(11): 4129-4137. (in Chinese)
|
[27] |
土工试验方法标准: GB/T 50123—2019[S]. 北京: 中国计划出版社, 2019.
Standard for Geotechnical Testing Method: GB/T 50123—2019[S]. Beijing: China Planning Press, 2019. (in Chinese)
|
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