›› 2004, Vol. 25 ›› Issue (3): 337-341.
• Fundamental Theroy and Experimental Research • Next Articles
LIAO Hong-jian1,2,SU Li-jun3,YIN Jian-hua3
CLC Number:
[1] | CHU Zhao-fei, LIU Bao-guo, REN Da-rui, SONG Yu, MA Qiang, . Development of rheology similar material of soft rock and its application in model test [J]. Rock and Soil Mechanics, 2019, 40(6): 2172-2182. |
[2] | JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246. |
[3] | XU Peng, JIANG Guan-lu, LEI Tao, LIU Qi, WANG Zhi-meng, LIU Yong, . Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength [J]. Rock and Soil Mechanics, 2019, 40(5): 1841-1846. |
[4] | TONG Li-hong, WANG Jue, GUO Sheng-gen, ZHU Huai-long, XU Chang-jie, . One-dimensional consolidation characteristics of viscoelastic foundation with continuous drainage boundary under time- dependent loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1862-1868. |
[5] | YANG Qi-lai, XIONG Yong-lin, ZHANG Sheng, LIU Gan-bin, ZHENG Rong-yue, ZHANG Feng, . Elastoplastic constitutive model for soft rock considering temperature effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1898-1906. |
[6] | WANG Teng, WU Rui. Study of vertical penetration resistance of seabed pipelines in cohesive soil [J]. Rock and Soil Mechanics, 2019, 40(3): 871-878. |
[7] | SUN Guang-chen, XIE Jia-you, HE Shan, FU He-lin, JIANG Xue-liang, ZHENG Liang, . Dynamic responses of bridge-tunnel approaching parts under different seismic excitation directions in soft surrounding rock [J]. Rock and Soil Mechanics, 2019, 40(3): 893-902. |
[8] | CHEN Wei-zhong, LI Fan-fan, MA Yong-shang, LEI Jiang, YU Hong-dan, XING Tian-hai, ZHENG You-lei, JIA Xiao-dong, . Development of a parallel-linkage triaxial testing machine for THM coupling in soft rock [J]. Rock and Soil Mechanics, 2019, 40(3): 1213-1220. |
[9] | YANG Xiu-rong, JIANG An-nan, JIANG Zong-bin. Creep test and damage model of soft rock under water containing condition [J]. , 2018, 39(S1): 167-174. |
[10] | WANG Feng-yun, QIAN De-ling. Elasto-plastic analysis of a deep circular tunnel based on tangential strain softening [J]. , 2018, 39(9): 3313-3320. |
[11] | DAI Guo-liang, WAN Zhi-hui, ZHU Ming-xing, GONG Wei-ming, . The model of grout migration height for pressured grouting at pile tip based on time-dependent behavior of viscosity and its engineering application [J]. , 2018, 39(8): 2941-2950. |
[12] | LIU Zhen, ZHOU Cui-ying, LU Yi-qi, LIN Zhen-zhen, LIANG Yan-hao, GE Xing-xing, HE Xin-fu,. Development of the multi-scale mechanical experimental system for rheological damage effect of soft rock bearing the hydro-mechanical coupling action [J]. , 2018, 39(8): 3077-3086. |
[13] | ZHOU Hui, HUANG Lei , JIANG Yue, LU Jing-jing, ZHANG Chuan-qing, HU Da-wei, LI Zhen, . Critical problems and research progress on the development of rock hollow cylinder torsional shear apparatus [J]. Rock and Soil Mechanics, 2018, 39(12): 4295-4304. |
[14] | LI Lin, LI Jing-pei, ZHAO Gao-wen, CUI Ji-fei, . Time-dependent bearing capacity of a jacked pile based on the effective stress method [J]. Rock and Soil Mechanics, 2018, 39(12): 4547-4553. |
[15] | DENG Qin, TANG Hua, WANG Dong-ying, QIN Yu-qiao, WU Zhen-jun,. Bench-shape slope stability analysis based on strain softening model [J]. , 2018, 39(11): 4109-4116. |