›› 2013, Vol. 34 ›› Issue (S2): 121-127.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Xin-ming1,KONG Ling-wei1,GUO Ai-guo1,ZHOU Heng2,ZHU Ming-hui2
CLC Number:
[1] | KONG Liang, LIU Wen-zhuo, YUAN Qing-meng, DONG Tong, . Triaxial tests on gassy sandy soil under constant shear stress paths [J]. Rock and Soil Mechanics, 2019, 40(9): 3319-3326. |
[2] | LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Stress-strain behavior of expansive soil under K0 condition with different unloading rates [J]. Rock and Soil Mechanics, 2019, 40(4): 1299-1306. |
[3] | LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Experimental study of the influence of unloading rate on the shear mechanical properties of undisturbed expansive clay [J]. Rock and Soil Mechanics, 2019, 40(10): 3758-3766. |
[4] | SUN Kai, CHEN Zheng-lin, LU De-chun,. An elastoplastic constitutive model incorporating cementation effect of stabilizer-treated soil [J]. , 2018, 39(5): 1589-1597. |
[5] | WANG Chun, TANG Li-zhong, CHENG Lu-ping, CHEN Yuan, LIU Tao, WEI Yong-heng, . Dynamic characteristics of skarn subjected to frequent dynamic disturbance under combined action of high axial compression and confining pressure [J]. Rock and Soil Mechanics, 2018, 39(12): 4537-4546. |
[6] | KONG Xian-jing, ZHU Fa-yong, LIU Jing-mao, ZOU De-gao, NING Fan-wei, . Stress dilatancy of rockfill material under different loading directions [J]. , 2018, 39(11): 3915-3920. |
[7] | CHI Ze-cheng, CHEN Shan-xiong, ZHOU Zhe, DAI Zhang-jun, SONG Rui-jun, . An experimental study of three-dimensional swelling pressure of Hefei remolded expansive clay [J]. , 2017, 38(S1): 381-386. |
[8] | XU Nian-chun, WU Tong-qing, FENG Qiao-mu, WANG Kui, SHAO Wei-feng,. Research on flexible bearing plate test for deformation modulus of soil [J]. , 2017, 38(S1): 496-700. |
[9] | WANG Xin-zhi, WANG Xing, LIU Hai-feng, MENG Qing-shan, ZHU Chang-qi,. Field test study of engineering behaviors of coral reef foundation [J]. , 2017, 38(7): 2065-2070. |
[10] | JIU Yong-zhi, HUANG Mao-song, . Coefficient of earth pressure at rest and undrained shear strength of overconsolidated soft clays [J]. , 2017, 38(4): 951-957. |
[11] | ZHANG Ting-ting, LI Jiang-shan, WANG Ping, LI Zhen-ze. Experimental study of stress-strain properties of lead-contaminated soils treated by magnesium phosphate cement [J]. , 2016, 37(S1): 215-225. |
[12] | YU Ya-lei , YE Guan-lin, XIONG Yong-lin,. Elastoplastic constitutive modelling for mechanical behavior of Shanghai 4th layer clay [J]. , 2016, 37(9): 2541-2546. |
[13] | LIANG Shu-xiu , SUN Zhao-chen , ZHANG Wei-ping , WANG Xing-gang,. Nonlinear dynamic response of pile structure under earthquake loading [J]. , 2016, 37(5): 1259-1267. |
[14] | FENG Shu-rong , JIANG Zhong-ming , ZHONG Hui-ya , ZHAO Hai-bin , ZENG Xiang-xi,. Experiment study of deformation characteristics of broken rock mass under dam foundation at left bank of Xiangjiaba hydropower project [J]. , 2015, 36(S2): 539-544. |
[15] | KONG Ling-ming, YAO Yang-ping. Thermo-visco-elastoplastic constitutive relation for overconsolidated clay [J]. , 2015, 36(S1): 1-8. |
|