›› 2011, Vol. 32 ›› Issue (S1): 55-60.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YE Jun-neng, CHEN Bin
CLC Number:
[1] | CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460. |
[2] | 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. |
[3] | 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. |
[4] | TANG Xiao-wu, LIU Jiang-nan, YANG Xiao-qiu, YU Yue. Theoretical study of dynamic pore water pressure dissipation characteristics of open-hole pipe pile [J]. Rock and Soil Mechanics, 2019, 40(9): 3335-3343. |
[5] | ZHANG Qiang, LI Xiao-chun, ZHOU Ying-bo, SHI Lu, BAI Bing, . Shear behavior of the Triassic sandstone in Sichuan under high pore pressure of H2O/CO2 conditions [J]. Rock and Soil Mechanics, 2019, 40(8): 3028-3036. |
[6] | ZHANG Feng, CHEN Guo-xing, WU Qi, ZHOU Zheng-long. Experimental study on undrained behavior of saturated silt subject to wave loading [J]. Rock and Soil Mechanics, 2019, 40(7): 2695-2702. |
[7] | ZHAO Ding-feng, LIANG Ke, CHEN Guo-xing, XIONG Hao, ZHOU Zheng-long, . Experimental investigation on a new incremental pore pressure model characterized by shear-volume strain coupling effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1832-1840. |
[8] | GU Jian-xiao, YANG Jun-yan, WANG Yong, LÜ Hai-bo, . Simulation of carbonate sand with triaxial tests data based on modified model of South water double yield surface [J]. Rock and Soil Mechanics, 2019, 40(12): 4597-4606. |
[9] | WANG Li-yan, GONG Wen-xue, CAO Xiao-ting, JIANG Peng-ming, WANG Bing-hui. Anti-liquefaction characteristics of gravel steel slag [J]. Rock and Soil Mechanics, 2019, 40(10): 3741-3750. |
[10] | XU Cheng-shun, DOU Peng-fei, DU Xiu-li, CHEN Su, HAN Jun-yan, . Large-scale shaking table model test of liquefiable free field [J]. Rock and Soil Mechanics, 2019, 40(10): 3767-3777. |
[11] | ZHOU En-quan, WANG Qiong, ZONG Zhi-xin, LU Jian-fei. Cyclic triaxial tests on dynamic characteristics of saturated rubber-sand mixture [J]. Rock and Soil Mechanics, 2019, 40(10): 3797-3804. |
[12] | HUANG Jue-hao, CHEN Jian, KONG Ling-zhi, LIU Fu-sheng, KE Wen-hui, QIU Yue-feng, , LI Jian-bin, . Experimental study of dynamic behaviors of saturated soft clay considering coupling effects of cyclic confining pressure and vibration frequency [J]. Rock and Soil Mechanics, 2019, 40(1): 173-182. |
[13] | ZHUANG Xin-shan, WANG Jun-xiang, WANG Kang, LI Kai, HU Zhi. Experimental study on dynamic characteristics of expansive soil modified by weathered sand [J]. Rock and Soil Mechanics, 2018, 39(S2): 149-156. |
[14] | LIU Jia-shun, ZHANG Xiang-dong, SUN Jia-bao, YANG Jian-jun, FANG Tian-jian. Experimental study on the pore pressure and deformation of saturated silty clay under K0 consolidation and principal stress axis rotation [J]. , 2018, 39(8): 2787-2794. |
[15] | KONG Gang-qiang, LI Hui, WANG Zhong-tao , WEN Lei,. Comparison of dynamic properties between transparent sand and natural sand [J]. , 2018, 39(6): 1935-1940. |