Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (5): 1319-1329.doi: 10.16285/j.rsm.2022.0910
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SONG Yang1, WANG Hong-shuai2, LI Ang2, WANG Xin3, XIAO Zuo-ming3, YUAN Qiang3
CLC Number:
[1] | MA Peng-jie, RUI Rui, CAO Xian-zhen, XIA Rong-ji, WANG Xi, DING Rui-heng, SUN Tian-jian, . Model tests of micropile-reinforced soil slope with long and gently inclined fissures [J]. Rock and Soil Mechanics, 2023, 44(6): 1695-1707. |
[2] | LI Hua-yun, ZHANG Zhi-qiang, WANG Zhi-jie, LING Yun-peng, ZHANG Hao. Similarity model test study of pre-reinforcement measures of shallow tunnel with large cross-section [J]. , 2012, 33(S2): 133-138. |
[3] | MA Qing,ZHAO Jun-hai,WEI Xue-ying. Investigation of rock resistant coefficient in rocks around tunnel based on unified strength theory [J]. , 2009, 30(11): 3393-3398. |
[4] | LI Jia-ping, LI Yong-sheng, WANG Ru-lu. Research on displacement of anchorage of suspension bridge [J]. , 2007, 28(1): 145-150. |