›› 2013, Vol. 34 ›› Issue (10): 2801-2809.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHOU Yu1, WU Shun-chuan1, WANG Li1, YAN Qiong1, ZHAO Wei1, ZHANG Xiao-ping2
CLC Number:
[1] | ZHANG Feng-rui, JIANG An-nan, YANG Xiu-rong, SHEN Fa-yi. Experimental and model research on shear creep of granite under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2020, 41(2): 509-519. |
[2] | WANG Pei-tao, HUANG Zheng-jun, REN Fen-hua, ZHANG Liang, CAI Mei-feng, . Research on direct shear behaviour and fracture patterns of 3D-printed complex jointed rock models [J]. Rock and Soil Mechanics, 2020, 41(1): 46-56. |
[3] | LU Hai-feng, MENG Xiang-shuai, YAN Wei, YAO Duo-xi, . Circular sliding solution of mining stability and failure depth of floor layered structure on coal face [J]. Rock and Soil Mechanics, 2020, 41(1): 166-174. |
[4] | WENG Yong-hong, ZHANG Lian, XU Tang-jin, HUANG Shu-ling, DING Xiu-li, . Safety evaluation on interaction of new plug structure and surrounding rock mass under high water head [J]. Rock and Soil Mechanics, 2020, 41(1): 242-252. |
[5] | LOU Ye, ZHANG Guang-qing. Experimental analysis of fracturing fluid viscosity on cyclic hydraulic fracturing [J]. Rock and Soil Mechanics, 2019, 40(S1): 109-118. |
[6] | XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151. |
[7] | ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244. |
[8] | DING Zhen-jie, ZHENG Jun, LÜ Qing, DENG Jian-hui, TONG Meng-sheng, . Discussion on calculation methods of quality index of slope engineering rock mass in Standard for engineering classification of rock mass [J]. Rock and Soil Mechanics, 2019, 40(S1): 275-280. |
[9] | CUI Xue-jie, YAN E-chuan, CHEN Wu. Cluster analysis of discontinuity occurrence of rock mass based on improved genetic algorithm [J]. Rock and Soil Mechanics, 2019, 40(S1): 374-380. |
[10] | 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. |
[11] | JIN Ai-bing, LIU Jia-we, ZHAO Yi-qing, WANG Ben-xin, SUN Hao, WEI Yu-dong, . Mechanical characteristics analysis of granite under unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 459-467. |
[12] | HOU Hui-ming, HU Da-wei, ZHOU Hui, LU Jing-jing, LÜ Tao, ZHANG Fan, . Thermo-hydro-mechanical coupling simulation method of surrounding rock in high-level radioactive waste repository considering effective meso-thermal parameters [J]. Rock and Soil Mechanics, 2019, 40(9): 3625-3634. |
[13] | CHEN Qing-fa, YIN Ting-chang, GAO Yuan, . Three-dimensional demarcation method of homogeneous structural domains of jointed rock masses at underground mine [J]. Rock and Soil Mechanics, 2019, 40(8): 3181-3188. |
[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] | JIANG Hai-ming, LI Jie, WANG Ming-yang, . Theoretical and experimental research on the low-friction effect in slip stability of blocky rock mass [J]. Rock and Soil Mechanics, 2019, 40(4): 1405-1412. |