Citation: | WANG Hua-lao, XU Chong-bang, XIA Cai-chu. Application of fracturing algorithm of intermittent joints in stability of surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 349-354. |
[1] |
刘远明 . 基于直剪试验的非贯通节理岩体扩展贯通研究 [D]. 上海 : 同济大学 , 2007. ( LIU Yuan-ming. Study on failure models and strength of rockmass containing discontinuous joints in direct shear[D]. Shanghai: Tongji University, 2007. (in Chinese))
|
[2] |
夏才初 , 肖维民 , 丁增志 . 非贯通节理 Jennings 强度准则的岩桥弱化和节理面起伏角修正 [J]. 岩石力学与工程学报 , 2010, 29 (3): 485 – 492. (XIA Cai-chu, XIAO Wei-min, DING Zeng-zhi. Modification of Jennings strength criterion for intermittent joints considering rock bridge weakening and joint surface undulating angle[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (3): 485 – 492. (in Chinese))
|
[3] |
朱维申 , 梁作元 , 冯光北 , 等 . 节理岩体强度特性的物理模拟及其强度预测分析 [C]// 计算机方法在岩石力学及工程中的应用国际学术讨论文集 . 武汉 : 武汉测绘科技大学出版社 , 1994: 486 – 493. (ZHU Wei-shen, LIANG Zuo-yuan, FENG Guang-bei, et al. Physical simulation and prediction analysis of the strength characteristics of jointed rockmass[C]// Proceedings of International Symposium On Computational Methods Applied In Rock Mechanics And Egineerings. Wuhan: Wuhan Surveying University Press, 1994: 486 – 893. (in Chinese))
|
[4] |
梁作元 , 朱维申 . 压剪应力作用下含共面闭合节理岩石材料的剪切破坏准则探讨 [C]// 中国青年学者岩土工程力学及其应用讨论会议论文集 . 北京 : 科学出版社 , 1994: 470 – 474. (LIANG Zuo-yuan, ZHU Wei-shen. Study on the failure criterion of rock materials containing coplanar close intermittent joints under compress ion–shear stress[C]// Proceedings of Symposium For Chinese Young Scholars On Geotechnical Mechanics And Its Applications. Beijing: Science Press, 1994: 470 – 474. (in Chinese))
|
[5] |
周小平 , 王建华 , 哈秋舲 . 压剪应力作用下断续节理岩体的破坏分析 [J]. 岩石力学与工程学报 , 2003, 22 (9): 1437 – 1440. (ZHOU Xiao-ping, WANG Jian-hua, HA Qiu-ling. Failure analysis of intermittent jointed rocks under compression-shear stress[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (9): 1437 – 1440. (in Chinese))
|
[6] |
SHI G-H. Discontinuous deformation analysis – a newmodel for the statics and dynamics of block systems[D]. Berkley: University of California, 1988.
|
[7] |
石根华 . 数值流行方法与非连续变形分析 [M]. 裴觉民 , 译 . 北京 : 清华大学出版社 , 1997. (SHI Gen-hua. Numerical manifold method (NMM) and discontinuous deformation analysis(DDA)[M]. PEI Jue-min, trans. Beijing: Tsinghua University Press, 1997. (in Chinese))
|
[8] |
XIA Cai-chu, XU Chong-bang, ZHAO Xu. Application of strength reduction DDA method in stability analysis of mountain tunnel[C]// Proceeding of the 9th International Conference on Analysis of Discontinuous Deformation. Singapore: Nanyang Technological University, 2009: 189 – 203.
|
[9] |
STIMPSON B. Failure of slope containing discontinuous planar joints[C]// Proc 19th U S Symp on Rock Mechanics. 1978: 296 – 300.
|
[10] |
KE T C. Simulated testing of two dimensional heterogeneous and discontinuous rock masses using discontinuous deformation analysis[D]. Berkeley: University of California, 1993.
|
[1] | ZHANG Junjie, GU Xingwen, REN Guofeng, ZHOU Chuner, WANG Nianxiang. Test method for axial force at pile top in centrifugal model tests on pile-net composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S1): 264-267. DOI: 10.11779/CJGE2024S10049 |
[2] | JIANG Xuehui, YAN Jianwei, LUO Wenjun, LIU Tianyu, XU Changjie. Analytical solution for equivalent stiffness of shield tunnels under combined action of longitudinal channel steel and axial force[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2166-2173. DOI: 10.11779/CJGE20230650 |
[3] | CAO Xue-shan, LU Xin-yu, GU Yi-ming. Variation of axial force of steel struts in deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 1988-1997. DOI: 10.11779/CJGE202211004 |
[4] | SHI Rui, WEN Zhi, GAO Qiang, WEI Yan-jing. Correction calculation method for axial force distortion of cast-in-place piles in permafrost regions considering non-load deformation[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(10): 1942-1950. DOI: 10.11779/CJGE202210021 |
[5] | RAN Qi-ren, WANG Xu, WANG Bo-lin, JIANG Dai-jun, ZHANG Yan-jie, LI Jian-dong. Model tests on influences of excavation of foundation pits on bending moment and deformation of pile foundation of adjacent buildings[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 132-137. DOI: 10.11779/CJGE2021S1024 |
[6] | JIN Ya-bing, SHEN Xiang, LAO Li-yan. Influences of temperature change on axial force and deformation of inner support in deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(8): 1417-1425. DOI: 10.11779/CJGE202108006 |
[7] | WANG Rui, CAO Wei, BRANDENBERG Scott. Method for calculating axial force and settlement of pile foundation in consolidating and reconsolidating ground[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 512-518. DOI: 10.11779/CJGE201503015 |
[8] | ZHANG Guang-jian, YAO Xiao-bo, HU Jin. Monitoring and numerical simulation of axial forces of struts for foundation pit of a metro transfer station[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 455-459. DOI: 10.11779/CJGE2014S2079 |
[9] | GONG Jian-fei, HOU Guang-yu, ZHOU Sheng-bin, ZHENG Wen-hua. Settlement characteristics and calculation of bending moment for large-area thick raft foundation under tall buildings[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1631-1639. DOI: 10.11779/CJGE201409009 |
[10] | WU Xiaojiang, LIU Guobin, LU Lishun. Research on approximate method of calculating bending moment based on lateral deformation of diaphragm walls[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 1086-1090. |