›› 2012, Vol. 33 ›› Issue (4): 1253-1259.
• Numerical Analysis • Previous Articles Next Articles
QIN Nan,CHEN Sheng-hong
CLC Number:
[1] | LIANG Ke, CHEN Guo-xing, LIU Kang, WANG Yan-zhen, . Degradation properties and prediction model of maximum shear modulus of saturated coral sand under cyclic triaxial loading [J]. Rock and Soil Mechanics, 2020, 41(2): 601-611. |
[2] | KE Jin-fu, WANG Shui-lin, ZHENG Hong, YANG Yong-tao, . Application and promotion of a modified symmetric and anti-symmetric decomposition-based three-dimensional numerical manifold method [J]. Rock and Soil Mechanics, 2020, 41(2): 695-706. |
[3] | LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22. |
[4] | KE Wen-hai, GUAN Ling-xiao, LIU Dong-hai, DENG Jian-lin, LI Ke, XU Chang-jie, . Research on upper pipeline-soil interaction induced by shield tunnelling [J]. Rock and Soil Mechanics, 2020, 41(1): 221-228. |
[5] | SUN Lai-bin, XIAO Shi-guo, . Evaluation method for elastic foundation coefficient of finite downslope soil against loading segment of stabilizing piles [J]. Rock and Soil Mechanics, 2020, 41(1): 278-284. |
[6] | ZHOU Feng-xi, LIU Hong-bo, CAI Yuan-qiang, . Analysis of propagation characteristics of Rayleigh waves in saturated porothermoelastic media [J]. Rock and Soil Mechanics, 2020, 41(1): 315-324. |
[7] | FAN Yun-hui, ZHU Qi-zhi, NI Tao, ZHANG Kun, ZHANG Zhen-nan, . A brittle-ductile transition constitutive model based on discrete elastic tensors [J]. Rock and Soil Mechanics, 2019, 40(S1): 181-188. |
[8] | LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439. |
[9] | CHEN Yu-long, UCHIMURA Taro, . Early warning of rainfall-induced landslides based on elastic wave velocity [J]. Rock and Soil Mechanics, 2019, 40(9): 3373-3386. |
[10] | ZHENG Kun, MENG Qing-shan, WANG Ren, WU Wen-juan, . Elastic wave properties of coral reef limestone with different structural types [J]. Rock and Soil Mechanics, 2019, 40(8): 3081-3089. |
[11] | TIAN Yi, WU Wen-bing, JIANG Guo-sheng, MEI Guo-xiong, XU Bao-jun, . One-dimensional consolidation of viscoelastic saturated soils with fractional order derivative based on continuous drainage boundary [J]. Rock and Soil Mechanics, 2019, 40(8): 3054-3061. |
[12] | MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Mechanical properties and constitutive model of porous rock under loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685. |
[13] | LIU Zhong-xian, WANG Zhi-kun, LIANG Jian-wen, WANG Chu-chu, . Method of fundamental solution based on complete spherical wave potential solutions to 3-D elastic wave scattering and dynamic stress [J]. Rock and Soil Mechanics, 2019, 40(7): 2730-2738. |
[14] | CHU Zhao-fei, LIU Bao-guo, REN Da-rui, SONG Yu, MA Qiang, . Development of rheology similar material of soft rock and its application in model test [J]. Rock and Soil Mechanics, 2019, 40(6): 2172-2182. |
[15] | LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038. |