›› 2006, Vol. 27 ›› Issue (S1): 275-278.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Wei1, ZHENG Jin-feng1, YU Guang-ming1, XU Yuan-yuan1, ZHANG Chun-hui2
CLC Number:
[1] | LI Jian-peng, GAO Ling, MU Huan-sheng. Dilatancy characteristics of sandstone and its function of dilatancy angle under high confining pressure and unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(6): 2119-2126. |
[2] | YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, WANG Yan-chao, . Effect of water and microstructure on wave velocity anisotropy of schist and its mechanism [J]. Rock and Soil Mechanics, 2019, 40(6): 2221-2230. |
[3] | XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648. |
[4] | LIU Jian, CHEN Liang, WANG Chun-ping, MA Li-ke, WANG Ju. A new method of calculating gas permeability of rock under unsteady flow condition and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1721-1730. |
[5] | ZHANG Sheng, WANG Long-fei, CHANG Xu, WANG Dong-kun, WANG Xiao-liang, QIAO Yang, . Experimental study of size effect of fracture toughness of limestone using the notched semi-circular bend samples [J]. Rock and Soil Mechanics, 2019, 40(5): 1740-1749. |
[6] | ZHENG Qing-song, LIU En-long, LIU Ming-xing, . Influence of dip angle of structural planes on mechanical properties of artificial rock samples under triaxial test conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1854-1861. |
[7] | YANG Qi-lai, XIONG Yong-lin, ZHANG Sheng, LIU Gan-bin, ZHENG Rong-yue, ZHANG Feng, . Elastoplastic constitutive model for soft rock considering temperature effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1898-1906. |
[8] | JI Guo-fa, LI Kui-dong, ZHANG Gong-she, LI Shao-ming, ZHANG Lei, LIU Wei, . Fractal calculation method of model I fracture toughness of shale rock and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1925-1931. |
[9] | WANG Feng-yun, QIAN De-ling, . Dilatancy analysis for a circular tunnel excavated in rock mass based on unified strength theory [J]. Rock and Soil Mechanics, 2019, 40(5): 1966-1976. |
[10] | LI Xiao-zhao, QI Cheng-zhi, SHAO Zhu-shan, QU Xiao-lei, . Micromechanics-based model study of shear properties of brittle rocks [J]. Rock and Soil Mechanics, 2019, 40(4): 1358-1367. |
[11] | LIU Deng-xue, ZHANG You-liang, DING Xiu-li, HUANG Shu-ling, PEI Qi-tao, . Local mesh refinement algorithm based on analysis-suitable T-spline in numerical manifold method [J]. Rock and Soil Mechanics, 2019, 40(4): 1584-1595. |
[12] | . [J]. Rock and Soil Mechanics, 2019, 40(4): 1623-1265. |
[13] | . [J]. Rock and Soil Mechanics, 2019, 40(4): 1626-1626. |
[14] | GAO Qing-peng, CAO Ping, WANG Fei, WANG Zhu. Mechanical properties and failure criteria of multi-joint rock-like specimens under compression-shear [J]. Rock and Soil Mechanics, 2019, 40(3): 1013-1022. |
[15] | LANG Ying-xian, LIANG Zheng-zhao, DUAN Dong, CAO Zhi-lin, . Three-dimensional parallel numerical simulation of porous rocks based on CT technology and digital image processing [J]. Rock and Soil Mechanics, 2019, 40(3): 1204-1212. |