›› 2015, Vol. 36 ›› Issue (S1): 209-214.doi: 10.16285/j.rsm.2015.S1.035
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
FENG De-luan1, FANG Ying-guang1, 2, HOU Ming-xun1
CLC Number:
[1] | WANG Dong-yong, CHEN Xi, WANG Fang-yu, PENG Li-yun, QI Ji-lin, . Analysis of geotechnical strain localization based on penalty-based couple stress theory [J]. Rock and Soil Mechanics, 2022, 43(S2): 533-540. |
[2] | YAN Chao-ping, LONG Zhi-lin, ZHOU Yi-chun, KUANG Du-min, CHEN Jia-min, . Investigation on the effects of confining pressure and particle size of shear characteristics of calcareous sand [J]. Rock and Soil Mechanics, 2020, 41(2): 581-591. |
[3] | SU Hui, YANG Jia-qi, HU Bao-wen, GAO Xuan, MA Hui, . Study of particle size effect of rock model based on particle discrete element method [J]. Rock and Soil Mechanics, 2018, 39(12): 4642-4651. |
[4] | FENG De-luan , FANG Ying-guang , . Theoretical and experimental study of particle size effect of direct shear mechanical properties of soil [J]. , 2015, 36(S2): 81-88. |
[5] | WU Yan-feng, ZHANG Dun-fu, ZHANG Bo, ZHU Wei-shen. Analysis of shear stress near anchorage interface of tensile-type anchor with couple stress theory [J]. , 2013, 34(S1): 187-191. |
[6] | ZHANG Dun-fu , WANG Xiang-yu , ZHU Jia-ming , LI Shu-cai , ZHU Wei-shen . Influence of couple stress on interfaces boundary layer effect of layered rock mass [J]. , 2012, 33(7): 2181-2188. |