›› 2004, Vol. 25 ›› Issue (5): 688-693.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LUO Ting, LU De-chun, YAO Yang-ping
CLC Number:
[1] | KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065. |
[2] | GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098. |
[3] | MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263. |
[4] | CHEN Min, ZHANG Tao, SHAN Hua-gang, WANG Xin-zhi, MENG Qing-shan, YU Ke-fu, . Study of the relationship between compression wave velocity and physical properties of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(6): 2275-2283. |
[5] | YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng. Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS [J]. Rock and Soil Mechanics, 2019, 40(6): 2332-2340. |
[6] | JIANG Bing-nan, MA Jian-lin, LI Meng-hao, CHU Jing-lei. Experiments on spatial stress of foot blade during caisson sinking in water [J]. Rock and Soil Mechanics, 2019, 40(5): 1693-1703. |
[7] | CAO Meng, YE Jian-hong, . Creep-stress-time four parameters mathematical model of calcareous sand in South China Sea [J]. Rock and Soil Mechanics, 2019, 40(5): 1771-1777. |
[8] | SUN Yi-fei, CHEN Cheng, . A state-dependent stress-dilatancy equation without state index and its associated constitutive model [J]. Rock and Soil Mechanics, 2019, 40(5): 1813-1822. |
[9] | LI Xiu-lei, LI Jin-feng, SHI Jian-yong, . Elastoplastic constitutive model for municipal solid waste considering the effect of fibrous reinforcement [J]. Rock and Soil Mechanics, 2019, 40(5): 1916-1924. |
[10] | WANG Yin, ZHOU Ling-xin, YANG Qing. New drag coefficient model for irregular calcareous sand particles and its application into fluid-particle coupling simulation [J]. Rock and Soil Mechanics, 2019, 40(5): 2009-2015. |
[11] | ZHUANG Hai-yang, FU Ji-sai, CHEN Su, CHEN Guo-xing, WANG Xue-jian, . Liquefaction and deformation of the soil foundation around a subway underground structure with a slight inclined ground surface by the shaking table test [J]. Rock and Soil Mechanics, 2019, 40(4): 1263-1272. |
[12] | 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. |
[13] | WANG Juan-juan, HAO Yan-zhou, WANG Tie-hang. Experimental study of structural characteristics of unsaturated compacted loess [J]. Rock and Soil Mechanics, 2019, 40(4): 1351-1357. |
[14] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419. |
[15] | ZHU Yu-meng, WU Qi, CHEN Guo-xing, . Experimental investigation on shear wave velocity of sand-silt mixtures based on the theory of inter-grain contact state [J]. Rock and Soil Mechanics, 2019, 40(4): 1457-1464. |