›› 2012, Vol. 33 ›› Issue (4): 1167-1172.
• Geotechnical Engineering • Previous Articles Next Articles
CUI Kai1, 2, 3, 4,CHEN Wen-wu2, 4,WANG Xu-dong2, 4,HAN Wen-feng2, 4,ZHU Yan-peng1, 3
CLC Number:
[1] | DING Chang-dong, ZHANG Yang, YANG Xiang-tong, HU Da-wei, ZHOU Hui, LU Jing-jing, . Permeability evolution of tight sandstone under high confining pressure and high pore pressure and its microscopic mechanism [J]. Rock and Soil Mechanics, 2019, 40(9): 3300-3308. |
[2] | LIU Jia-ying, MA Gang, ZHOU Wei, CHANG Xiao-lin, . Impact of rotation resistance on diffuse failure of granular materials [J]. , 2017, 38(5): 1472-1480. |
[3] | LIAO Xiao-lan , YANG Jiu-jun , ZHANG Lei , ZHANG Bao-lian , LIANG Chao,. An experimental study of acrylamide polymerized solidification of saline soil [J]. , 2015, 36(8): 2216-2222. |
[4] | WANG Tong-rui , ZHANG De-xuan , WANG Xu-dong , GUO Qing-lin. Experimental study of infrared imaging technology detecting earthen ruins soil reinforced by potassium silicate(PS) [J]. , 2011, 32(S1): 630-0635. |
[5] | WANG Zhe-chao , QIAO Li-ping. A review and discussion on creep behavior of soil and its models [J]. , 2011, 32(8): 2251-2260. |
[6] | Bond-slip model for bamboo-steel cable composite anchor. Bond-slip model for bamboo-steel cable composite anchor [J]. , 2011, 32(3): 789-796. |