›› 2010, Vol. 31 ›› Issue (1): 187-192.
• Geotechnical Engineering • Previous Articles Next Articles
CEN Wei-jun1,GU Gan-chen1,MIN Jia-ju2,SUI Shi-jun2
[1] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[2] | MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542. |
[3] | ZHANG Zhi-tao, WANG Hai-jun, TANG Lei, ZHAO Chu, LI Han-zhang, SU zheng-yang, . Study of fracture characteristics of semi-circular bending with internal crack based on 3D-ILC [J]. Rock and Soil Mechanics, 2020, 41(1): 111-122. |
[4] | XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304. |
[5] | ZHANG Guo-kai, LI Hai-bo, WANG Ming-yang, LI Xiao-feng, . Crack propagation characteristics in rocks containing single fissure based on acoustic testing and camera technique [J]. Rock and Soil Mechanics, 2019, 40(S1): 63-72. |
[6] | ZHAO Guo-yan, LI Zhen-yang, WU Hao, WANG En-jie, LIU Lei-lei. Dynamic failure characteristics of sandstone with non-penetrating cracks [J]. Rock and Soil Mechanics, 2019, 40(S1): 73-81. |
[7] | HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90. |
[8] | LIU Hua, ZHANG Shuo-cheng, NIU Fu-jun, SHAO Zhu-shan, NIU Ze-lin, LU Jie, . Experimental study on one-dimensional compression characteristics of Q3 loess contaminated by acid or alkali solutions [J]. Rock and Soil Mechanics, 2019, 40(S1): 210-216. |
[9] | ZHOU Meng-jia, WEN Yan-feng, DENG Gang, WANG Yun-jia, SONG Er-xiang, . Three-dimensional discrete element simulation of random breaking strength and size effect in single particle splitting test of rockfill [J]. Rock and Soil Mechanics, 2019, 40(S1): 503-510. |
[10] | LI Zhao-yan, YUAN Xiao-ming, SUN Rui. Variation tendencies and general rules for critical curve of liquefaction evaluation [J]. Rock and Soil Mechanics, 2019, 40(9): 3603-3609. |
[11] | WANG Rui, YAN Shuai, BAI Jian-biao, CHANG Zhi-guo, SONG Yuan-ba, . Theoretical analysis of the destabilization mechanism and the damaged width of rib pillar in open-pit highwall mining [J]. Rock and Soil Mechanics, 2019, 40(8): 3167-3180. |
[12] | ZHU Yan-peng, DU Xiao-qi, YANG Xiao-hui, LI Hui-jun, . Research on utility tunnel foundation treated by compaction piles and post-work immersion test in self-weight collapsible loess area with large thickness [J]. Rock and Soil Mechanics, 2019, 40(8): 2914-2924. |
[13] | 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. |
[14] | ZHANG Chuan-qing, LIU Zhen-jiang, ZHANG Chun-sheng, ZHOU Hui, GAO Yang, HOU Jing, . Experimental study on rupture evolution and failure characteristics of aphanitic basalt [J]. Rock and Soil Mechanics, 2019, 40(7): 2487-2496. |
[15] | FENG Jun, WANG Yang, WU Hong-gang, LAI Bing, XIE Xian-dang, . Field pullout tests of basalt fiber-reinforced polymer ground anchor [J]. Rock and Soil Mechanics, 2019, 40(7): 2563-2573. |
|