›› 2009, Vol. 30 ›› Issue (S2): 93-96.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Hai-ning1, YU Huai-chang1, LIU Han-dong1, WANG Si-jing2, WANG Si-wei1
CLC Number:
[1] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[2] | ZUO Yong-zhen, ZHAO Na. Experimental study on the seepage filter protection of core-wall material slurry under extreme conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 520-526. |
[3] | WANG Gang, WEI Lin-yi, WEI Xing, ZHANG Jian-min. Permeability evolution of compacted clay during triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 32-38. |
[4] | WANG Pei-tao, HUANG Zheng-jun, REN Fen-hua, ZHANG Liang, CAI Mei-feng, . Research on direct shear behaviour and fracture patterns of 3D-printed complex jointed rock models [J]. Rock and Soil Mechanics, 2020, 41(1): 46-56. |
[5] | YU Li, LÜ Cheng, DUAN Ru-yu, WANG Ming-nian, . Upper bound limit analysis of three-dimensional collapse mechanism of shallow buried soil tunnel under pore pressure based on nonlinear Mohr-Coulomb criterion [J]. Rock and Soil Mechanics, 2020, 41(1): 194-204. |
[6] | XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304. |
[7] | HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90. |
[8] | TANG Guo-yi, LIU Zhi, LIU Zheng-hong, TANG Li-jun, YU Yong-tang, JIANG Wen, . Application of low energy level dynamic compaction method to Angola Quelo sand [J]. Rock and Soil Mechanics, 2019, 40(S1): 203-209. |
[9] | LIU Hua, ZHANG Shuo-cheng, NIU Fu-jun, SHAO Zhu-shan, NIU Ze-lin, LU Jie, . Experimental study on one-dimensional compression characteristics of Q3 loess contaminated by acid or alkali solutions [J]. Rock and Soil Mechanics, 2019, 40(S1): 210-216. |
[10] | CHEN Wu, ZHANG Guo-hua, WANG Hao, ZHONG Guo-qiang, WANG Cheng-tang, . Evaluation of possibility of tunnel collapse by drilling and blasting method based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(S1): 319-328. |
[11] | CHAI Wei, LONG Zhi-lin, KUANG Du-min, CHEN Jia-min, YAN Chao-ping. Effect of shear rate on shear strength and deformation characteristics of calcareous sand in direct shear test [J]. Rock and Soil Mechanics, 2019, 40(S1): 359-366. |
[12] | CHEN Wu, ZHANG Guo-hua, WANG Hao, CHEN Li-biao, . Risk assessment of mountain tunnel collapse based on rough set and conditional information entropy [J]. Rock and Soil Mechanics, 2019, 40(9): 3549-3558. |
[13] | RUAN Yong-fen, GAO Chun-qin, LIU Ke-wen, JIA Rong-gu, DING Hai-tao, . Inversion of rock and soil mechanics parameters based on particle swarm optimization wavelet support vector machine [J]. Rock and Soil Mechanics, 2019, 40(9): 3662-3669. |
[14] | ZHU Yan-peng, DU Xiao-qi, YANG Xiao-hui, LI Hui-jun, . Research on utility tunnel foundation treated by compaction piles and post-work immersion test in self-weight collapsible loess area with large thickness [J]. Rock and Soil Mechanics, 2019, 40(8): 2914-2924. |
[15] | FENG Jun, WANG Yang, WU Hong-gang, LAI Bing, XIE Xian-dang, . Field pullout tests of basalt fiber-reinforced polymer ground anchor [J]. Rock and Soil Mechanics, 2019, 40(7): 2563-2573. |