›› 2011, Vol. 32 ›› Issue (7): 2117-2122.
• Geotechnical Engineering • Previous Articles Next Articles
YANG Rang-hong1, 2,ZHU Ben-zhen2
CLC Number:
[1] | WANG Qing-zhi, FANG Jian-hong, CHAO Gang. Analysis of cooling effect of block-stone expressway embankment in warm temperature permafrost region [J]. Rock and Soil Mechanics, 2020, 41(1): 305-314. |
[2] | NIE Xiu-peng, PANG Huan-ping, SUN Zhi-bin, XIE Song-mei, HOU Chao-qun. Upper bound analysis of seismic stability of 3D reinforced slopes [J]. Rock and Soil Mechanics, 2019, 40(9): 3483-3492. |
[3] | CHEN Jian-gong, LI Hui, HE Zi-yong, . Homogeneous soil slope stability analysis based on variational method [J]. Rock and Soil Mechanics, 2019, 40(8): 2931-2937. |
[4] | WANG Hong-lei, SUN Zhi-zhong, LIU Yong-zhi, WU Gui-long, . The monitoring analysis of the thermal-mechanical response on embankment with thawed interlayer along Qinghai-Tibet Railway [J]. Rock and Soil Mechanics, 2019, 40(7): 2815-2824. |
[5] | HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865. |
[6] | ZHANG Ming-li, WEN Zhi, DONG Jian-hua, WANG De-kai, HOU Yan-dong, WANG Bin, GUO Zong-yun , WEI Hao-tian, . Mechanism of climate warming on thermal-moisture dynamics of active permafrost layer considering effect of rainfall [J]. Rock and Soil Mechanics, 2019, 40(5): 1983-1993. |
[7] | YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404. |
[8] | ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian. Mechanical model and stability analysis of progressive failure for thrust-type gently inclined shallow landslide [J]. Rock and Soil Mechanics, 2019, 40(12): 4767-4776. |
[9] | GAO Qiang, WEN Zhi, WANG Da-yan, NIU Fu-jun, XIE Yan-li, GOU Ting-tao,. Study on the instability process of slopes in permafrost regions by direct shear test of freezing-thawing interface [J]. , 2018, 39(8): 2814-2822. |
[10] | QIN Yu-qiao, TANG Hua, FENG Zhen-yang, YIN Xiao-tao, WANG Dong-ying, . Slope stability evaluation by clustering analysis [J]. , 2018, 39(8): 2977-2983. |
[11] | LI Qing-chuan, LI Shu-cai, WANG Han-peng, ZHANG Hong-jun,ZHANG Bing, ZHANG Yu-qiang,. Stability analysis and numerical experiment study of excavation face for tunnels overlaid by quicksand stratum [J]. , 2018, 39(7): 2681-2690. |
[12] | ZHANG Hai-tao, LUO Xian-qi, SHEN Hui, BI Jin-feng. Vector-sum-based slip surface stress method for analysing slip mass stability [J]. , 2018, 39(5): 1691-1698. |
[13] | LI Ning, GUO Shuang-feng, YAO Xian-chun,. Further study of stability analysis methods of high rock slopes [J]. , 2018, 39(2): 397-406. |
[14] | TIAN Ya-hu, HU Kang-qiong, TAI Bo-wen, SHEN Yu-peng, WANG Teng-fei, . Influence of different factors on horizontal frost heaving force against canal [J]. , 2018, 39(2): 553-560. |
[15] | ZHU Yan-peng, YANG Xiao-yu, MA Xiao-rui, YANG Xiao-hui, YE Shuai-hua, . Several questions of double reduction method for slope stability analysis [J]. , 2018, 39(1): 331-338. |