›› 2011, Vol. 32 ›› Issue (4): 961-966.
• Fundamental Theroy and Experimental Research • Next Articles
ZHU Yuan-guang,LIU Quan-sheng
[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] | 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. |
[3] | CAI Yu, XU Lin-rong, ZHOU De-quan, DENG Chao, FENG Chen-xi, . Model test research on method of self-balance and traditional static load [J]. Rock and Soil Mechanics, 2019, 40(8): 3011-3018. |
[4] | 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. |
[5] | WU Jin-wen, FENG Zi-jun, LIANG Dong, BAO Xian-kai, . Characteristics of granite failure by injecting high-temperature-vapour under uniaxial stress [J]. Rock and Soil Mechanics, 2019, 40(7): 2637-2644. |
[6] | 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. |
[7] | TONG Li-hong, WANG Jue, GUO Sheng-gen, ZHU Huai-long, XU Chang-jie, . One-dimensional consolidation characteristics of viscoelastic foundation with continuous drainage boundary under time- dependent loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1862-1868. |
[8] | ZHAO Fei, WANG Hong-jian, HE Man-chao, YUAN Guang-xiang, LUO Yao-wu, . Acoustic emission characteristics of granite specimens with different heights in rockburst tests [J]. Rock and Soil Mechanics, 2019, 40(1): 135-146. |
[9] | GUO Lin-ping, KONG Ling-wei, XU Chao, YANG Ai-wu,. Preliminary study of quantitative relationships between physical and mechanical indices of granite residual soil in Xiamen [J]. , 2018, 39(S1): 175-180. |
[10] | XIE Jing-li, MA Li-ke, GAO Yu-feng, CAO Sheng-fei, LIU Yue-miao. Thermal conductivity of mixtures of Beishan bentonite and crushed granite [J]. , 2018, 39(8): 2823-2828. |
[11] | AN Ran, KONG Ling-wei, LI Cheng-sheng, GUO Ai-guo, . A proposed method to determine in-situ shear modulus and its degradation for granite residual soil and the suitability analysis [J]. Rock and Soil Mechanics, 2018, 39(12): 4429-4435. |
[12] | WANG Lei, LI Lin-zhong, XU Yong-fu, XIA Xiao-he, SUN De-an,. Analysis of one-dimensional consolidation of fractional viscoelastic saturated soils with semi-permeable boundary [J]. , 2018, 39(11): 4142-4148. |
[13] | ZHANG Xi-wei, WANG Gang, CAI Ming, XU Quan,. Deformation behaviour and brittleness of Linghai granite [J]. , 2018, 39(10): 3515-3524. |
[14] | WANG Chao-sheng, ZHOU Hong-wei, HE Shu-sheng, WANG Zi-hui, LIU JIan-feng,. Effect of unloading rates on strength of Beishan granite [J]. , 2017, 38(S2): 151-157. |
[15] | WANG Jian-guo, YANG Yang, GUO Yan-hui, LIU Yang, HUANG Yong-hui, WANG Li-na,. Low temperature effect of saturated granite on dynamic characteristics at high strain rates [J]. , 2017, 38(S2): 163-169. |