Citation: | WANG Jinmei, ZHANG Yingbin, ZHAO John X., YU Pengcheng, WANG Pan. Improvement in Definition of Joint Parameters in Discontinuous Deformation Analysis[J]. Journal of Southwest Jiaotong University, 2018, 53(3): 558-564, 573. doi: 10.3969/j.issn.0258-2724.2018.03.017 |
SHI Genhua. Discontinuous deformation analysis: a new numerical model for the statics and dynamics of block system[D]. Berkeley: University of California, 1988.
|
SITAR N, MACLAUGHLIN M M, DOOLIN D M. Influence of kinematics on landslide mobility and failure mode[J]. Journal of Geotechnical & Geoenvir onmental Engineering, 2005, 131(6):716-728. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=c3254a072e6c0bab84127591c629e419
|
WU Jianhong. Applying discontinuous deformation analysis to assess the constrained area of the unstable Chiu-fen-erh-shan landslide slope[J]. International Journal for Numerical & Analytic Methods in Geomechanics, 2010, 31(5):649-666. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=057726a8e00e83a339f8f394a004abe1
|
KVELDSVIK V, EINSTEIN H H, NILSEN B, et al. Numerical analysis of the 650000 m2 Åknes rock slope based on measured displacements and geotechnical data[J]. Rock Mechanics and Rock Engineering, 2009, 42(5):689-728. doi: 10.1007/s00603-008-0005-1
|
WU Jianhong, CHEN Chunhwa. Application of DDA to simulate characteristics of the Tsaoling landslide[J]. Computers & Geotechnics, 2011, 38(5):741-750. http://www.sciencedirect.com/science/article/pii/S0266352X11000619
|
ZHANG Yingbin, CHEN Guangqi, ZHENG Lu, et al. Effects of near-fault seismic loadings on run-out of large-scale landslide:a case study[J]. Engineering Geology, 2013, 166(8):216-236. http://www.sciencedirect.com/science/article/pii/S001379521300241X
|
CHEN Guangqi. Numerical modelling of rockfall using extended DDA[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(6):926-931. http://d.wanfangdata.com.cn/Periodical_yslxygcxb200306008.aspx
|
MATSUYAMA H, NISHIYAMA S, OHNISHI Y. Practical studies on rockfall simulation by DDA[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2011, 3(1):57-63. doi: 10.3724/SP.J.1235.2011.00057
|
CHEN Guangqi, ZHENG Lu, ZHANG Yingbin, et al. Numerical simulation in rockfall analysis:a close comparison of 2-D and 3-D DDA[J]. Rock Mechanics and Rock Engineering, 2013, 46(3):527-41. doi: 10.1007/s00603-012-0360-9
|
WU Jianhong, OHNISHI Y, NISHIYAMA S. Simulation of the mechanical behavior of inclined jointed rock masses during tunnel construction using discontinuous deformation analysis (DDA)[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(5):731-743. doi: 10.1016/j.ijrmms.2004.01.010
|
TSESARSKY M, HATZOR Y. Tunnel roof deflection in blocky rock masses as a function of joint spacing and friction-A parametric study using discontinuous deformation analysis (DDA)[J]. Tunnelling & Underground Space Technology, 2006, 21(1):29-45. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=d219a5fb102c8f14e05c9aeb2d0935e5
|
NING Youjun, YANG Jun, AN Xinmei, et al. Simulation of blast induced crater in jointed rock mass by discontinuous deformation analysis method[J]. Frontiers of Structural and Civil Engineering, 2010, 4(2):223-232. http://d.old.wanfangdata.com.cn/Periodical/zggdxxxswz-jzytmgc201002007
|
NING Youjun, YANG Jun, AN Xinmei, et al. Modelling rock fracturing and blast-induced rock mass failure via advanced discretisation within the discontinuous deformation analysis framework[J]. Computers & Geotechnics, 2011, 38(1):40-49. http://www.sciencedirect.com/science/article/pii/S0266352X10001199
|
孙东亚, 彭一江, 王兴珍. DDA数值方法在岩质边坡倾倒破坏分析中的应用[J].岩石力学与工程学报, 2002, 121(1):39-42. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb200201008
SUN Dongya, PENG Yijiang, WANG Xingzhen. Application of DDA method in stability analysis of topple rock slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 121(1):3942. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb200201008
|
焦玉勇, 张秀丽, 刘泉声, 等.用非连续变形分析方法模拟岩石裂纹扩展[J].岩石力学与工程学报, 2007, 26(4):682-691. doi: 10.3321/j.issn:1000-6915.2007.04.004
JIAO Yuyong, ZHANG Xiuli, LIU Quansheng, et al. Simulation of rock crack propagation using discontinuous deformation analysis method[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(4):682-691. doi: 10.3321/j.issn:1000-6915.2007.04.004
|
夏才初, 许崇帮.非连续变形分析(DDA)中断续节理扩展的模拟方法研究和试验验证[J].岩石力学与工程学报, 2010, 29(10):2027-2033. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb201010010
XIA Caichu, XU Chongbang. Atudy of fracturing algorithm of intermitteng joint by DDA and experimental validation[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(10):2027-2033. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb201010010
|
WANG Lizhong, JIANG Hongyi, YANG Zhongxuan, et al. Development of discontinuous deformation analysis with displacement-dependent interface shear strength[J]. Computers and Geotechnics. 2013, 47(1):91-101. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=78a2d106c73e6c97c9ad5f7b43b4ffbf
|
ZHANG Yingbin, XU Qiang, CHEN Guangqi, et al. Extension of discontinuous deformation analysis and application in cohesive-frictional slope analysis[J]. International Journal of Rock Mechanics & Mining Sciences, 2014, 70(9):533-545. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=6886d107f52493a64d053cfe0fcbbbd3
|
马永政, 郑宏, 朱合华, 等. DDA法计算边坡安全系数的黏聚力影响分析[J].岩土工程学报, 2009, 31(7):1088-1093. doi: 10.3321/j.issn:1000-4548.2009.07.016
MA Yongzheng, ZHEN Hong, ZHU Hehua, et al. Effect of cohesion on evaluating slope stability factor of safety by DDA method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7):1088-1093. doi: 10.3321/j.issn:1000-4548.2009.07.016
|
JIAO Yuyong, ZHANG Xiuli, ZHAO Jian. Two-dimensional DDA contact constitutive model for simulating rock fragmentation[J]. Journal of Engineering Mechanics, 2011, 138(2):199-209. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=6b983fcd37fef371d412d1b798fa7424
|
JIAO Yuyong, ZHANG Xiuli, ZHAO Jian. Viscous boundary of DDA for modeling stress wave propagation in jointed rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2007, 44(7):1070-1076. doi: 10.1016/j.ijrmms.2007.03.001
|
张秀丽, 焦玉勇, 刘泉声, 等.节理对爆炸波传播影响的数值研究[J].岩土力学, 2008, 29(3):717-721. doi: 10.3969/j.issn.1000-7598.2008.03.027
ZHANG Xiuli, JIAO Yuyong, LIU Quansheng, et al. Numerical study on effect of joints on blasting wave progation in rock mass[J]. Rock and Soil Mechanics, 2008, 29(3):717-721. doi: 10.3969/j.issn.1000-7598.2008.03.027
|
BAO Huirong, ZHAO Zhiye. An alternative scheme for the corner-corner contact in the two-dimensional Discontinuous Deformation Analysis[J]. Advances in Engineering Software, 2010, 41(2):206-212. doi: 10.1016/j.advengsoft.2009.09.007
|
FAN Huo, HE Siming. An angle-based method dealing with vertex-vertex contact in the two-dimensional discontinuous deformation analysis[J]. Rock Mechanics and Rock Engineering, 2015, 48(5):2031-2043. doi: 10.1007/s00603-014-0692-8
|