›› 2012, Vol. 33 ›› Issue (2): 483-488.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DENG Hua-feng1, 2, LI Jian-lin1, WANG Kong-wei1, LIU jie1, ZHU Min1, LU Tao1
CLC Number:
[1] | DENG Hua-feng, ZHI Yong-yan, DUAN Ling-ling, PAN Deng, LI Jian-lin. Mechanical properties of sandstone and damage evolution of microstructure under water-rock interaction [J]. Rock and Soil Mechanics, 2019, 40(9): 3447-3456. |
[2] | SONG Zhan-ping, CHENG Yun, YANG Teng-tian, HUO Run-ke, WANG Jun-bao, LIU Xin-rong, . Experimental study of the influence of osmotic pressure on pore structure evolution in limestone [J]. Rock and Soil Mechanics, 2019, 40(12): 4607-4619. |
[3] | YUAN Peng-bo, YANG Xuan-yu, ZHAO Tian-yu, . Deterioration characteristics of red-bed sandstone acoustic wave properties due to water and salt solution [J]. Rock and Soil Mechanics, 2019, 40(1): 227-234. |
[4] | DENG Hua-feng, ZHANG Heng-bin, LI Jian-lin, WANG Chen-xi-jie, ZHANG Yin-chai, WANG Wei, HU Ya-yun. Effect of water-rock interaction on unloading mechanical properties and microstructure of sandstone [J]. , 2018, 39(7): 2344-2352. |
[5] | DENG Hua-feng, XIAO Yao, FANG Jing-cheng, ZHANG Heng-bin, WANG Chen-xi-jie, CAO Yi. Shear strength degradation and slope stability of soils at hydro-fluctuation belt of river bank slope during drying-wetting cycle [J]. , 2017, 38(9): 2629-2638. |
[6] | DENG Hua-feng, HU An-long, LI Jian-lin, ZHANG Xiao-jing, HU Yu, CHANG De-long, ZHU Min. Statistical damage constitutive model of sandstone under water-rock interaction [J]. , 2017, 38(3): 631-639. |
[7] | PAN Yi, LIU Zhen, ZHOU Cui-ying, . Experimental study of disintegration characteristics of red-bed soft rock within water and its interface model [J]. , 2017, 38(11): 3231-3239. |
[8] | DING Wang-fei, ZHOU Yun-tao, . Fracture disintegration mechanism for quasi earthy bank slope during impounding in Three Gorges Reservoir [J]. , 2017, 38(1): 197-204. |
[9] | ZHENG Hong-chun ,DENG Jian-hui ,HU Wan-yu ,CUI Yu-long ,ZHOU Yuan-fu,. Study of artesian water model for reservoir bank slope [J]. , 2015, 36(3): 869-876. |
[10] | CHEN Hong-kai ,ZHAO Xian-tao ,TANG Hong-mei ,ZENG Yun-song ,Lü Tao,. Modified Kachugin method based on wave cut notch and critical height of soil and its engineering application [J]. , 2014, 35(4): 1095-1100. |
[11] | ZHOU Shi-liang, LIU Xiao-qiang, SHANG Ming-fang, LI Yi. Time-varying stability analysis of mudstone reservoir bank based on water-rock interaction [J]. , 2012, 33(7): 1933-1939. |
[12] | LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures [J]. , 2011, 32(S1): 413-0418. |
[13] | WANG Hua. Study of deformation and failure mechanism of bridge foundation slope with physical simulation method [J]. , 2011, 32(7): 2034-2038. |
[14] | CHEN Bing-rui, FENG Xia-ting, YAO Hua-yan, XU Su-chao. Study on mechanical behavior of limestone and simulation using neural network model under different water-chemical environment [J]. , 2010, 31(4): 1173-1180. |
[15] | CHEN Yu,CAO Ping,PU Cheng-zhi,LIU Ye-ke,LI Na. Experimental study of effect of water-rock interaction on micto-topography of rock surface [J]. , 2010, 31(11): 3452-3458. |