›› 2017, Vol. 38 ›› Issue (2): 493-500.doi: 10.16285/j.rsm.2017.02.024
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHANG Yan1, 2, LEI Zhen-kun1, 2, ZHAO Hong-hua1, 2, YU Shen-kun1, 2
CLC Number:
TU 411.99
[1] | ZHANG Ke, LI Na, CHEN Yu-long, LIU Wen-lian, . Evolution characteristics of strain field and infrared radiation temperature field during deformation and rupture process of fractured sandstone [J]. Rock and Soil Mechanics, 2020, 41(S1): 95-105. |
[2] | DU Chang-cheng, ZHU Yan-bo, MIAO Shuai-sheng, GAO Ming-ming, ZHU Jun-hua, ZHAO Fa-suo. The evolution of cracks in the dewatering shrinkage process of hipparion red soil [J]. Rock and Soil Mechanics, 2019, 40(8): 3019-3027. |
[3] | ZHOU Dong, LIU Hang-long, ZHANG Wen-gang, DING Xuan-ming, YANG Chang-you, . Transparent soil model test on the displacement field of soil around single passive pile [J]. Rock and Soil Mechanics, 2019, 40(7): 2686-2694. |
[4] | 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. |
[5] | WANG Dong-wei, LU Wu-ping, TANG Chao-sheng, ZHAO Hong-wei, LI Sheng-jie, LIN Luan, LENG Ting, . Sample preparation technique and microstructure quantification method for sandy soil [J]. Rock and Soil Mechanics, 2019, 40(12): 4783-4792. |
[6] | ZHOU Hang, YUAN Jing-rong, LIU Han-long, CHU Jian, . Model test of rectangular pile penetration effect in transparent soil [J]. Rock and Soil Mechanics, 2019, 40(11): 4429-4438. |
[7] | WU Tian-hua, ZHOU Yu, WANG Li, SUN Jin-hai, ZHAO Huan, SUN Zheng, . Mesoscopic study of interaction mechanism between circular hole and fissures in rock under uniaxial compression [J]. Rock and Soil Mechanics, 2018, 39(S2): 463-472. |
[8] | HUANG Wei, XIANG Wei, WANG Jing-e, CHENG Chao-jie, CUI De-shan, LIU Qing-bing,. Development and application of digital image processing technology based soil tensile apparatus [J]. , 2018, 39(9): 3486-3494. |
[9] | XIA Jia-guo, GAO Wei, CHENG Ya-xing, HU Rui-lin, XU Pei-fen, SUI Hao-yue, . A new approach for precise detection of the geological structure of soil-rock mixture deposit and its application [J]. , 2018, 39(8): 3087-3094. |
[10] | KONG Gang-qiang, LI Hui, WANG Zhong-tao , WEN Lei,. Comparison of dynamic properties between transparent sand and natural sand [J]. , 2018, 39(6): 1935-1940. |
[11] | LI Lu-lu, GAO Yong-tao, ZHOU Yu, JIN Ai-bing. Meso-scale modelling mechanical properties of rock-like material containing trident cracks under uniaxial compression [J]. , 2018, 39(10): 3668-3676. |
[12] | WANG Pei-tao, REN Fen-hua, TAN Wen-hui, YAN Zhen-xiong, CAI Mei-feng, YANG Tian-hong.. Model of roughness discrete fractures network for uniaxial compressive test and its mechanical properties [J]. , 2017, 38(S1): 70-78. |
[13] | WANG Zhi-jie, FELIX JACOBS, MARTIN ZIEGLER,. Influence of geogrid transverse members on strength and deformation behavior of reinforced granular soil [J]. , 2017, 38(8): 2234-2240. |
[14] | SHAO Long-tan, YAN Chong-chao, ZENG Fei-tao, . Improvements of loading chamber of plane-strain apparatus [J]. , 2017, 38(5): 1251-1257. |
[15] | MA Yong-shang , CHEN Wei-zhong , YANG Dian-sen , YANG Jian-ping , GONG Zhe,. Experimental study of brittle rock failure based on three-dimensional digital image correlation technique [J]. , 2017, 38(1): 117-123. |
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