›› 2013, Vol. 34 ›› Issue (11): 3321-3328.
• Numerical Analysis • Previous Articles Next Articles
XU Guo-jian1, 2,SHEN Yang1,LIU Han-long1
CLC Number:
[1] | WU Er-lu, ZHU Jun-gao, GUO Wan-li, LU Yang-yang, . Experimental study of compaction characteristics of coarse-grained soil based on gradation equation [J]. Rock and Soil Mechanics, 2020, 41(1): 214-220. |
[2] | XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151. |
[3] | DENG Hua-feng, ZHI Yong-yan, DUAN Ling-ling, PAN Deng, LI Jian-lin. Mechanical properties of sandstone and damage evolution of microstructure under water-rock interaction [J]. Rock and Soil Mechanics, 2019, 40(9): 3447-3456. |
[4] | LI Chen, WU Wen-bing, MEI Guo-xiong, ZONG Meng-fan, LIANG Rong-zhu, . Analytical solution for 1D degradation-consolidation of municipal solid waste under different drainage conditions [J]. Rock and Soil Mechanics, 2019, 40(8): 3071-3080. |
[5] | WEI Xing, ZHANG Zhao, WANG Gang, ZHANG Jian-min, . DEM study of mechanism of large post-liquefaction deformation of saturated sand [J]. Rock and Soil Mechanics, 2019, 40(4): 1596-1602. |
[6] | WU Shun-chuan, MA Jun, CHENG Ye, CHENG Zi-qiao, LI Jian-yu, . Review of the flattened Brazilian test and research on the three dimensional crack initiation point [J]. Rock and Soil Mechanics, 2019, 40(4): 1239-1247. |
[7] | GUO Wan-li, ZHU Jun-gao, QIAN Bin, ZHANG Dan, . Particle breakage evolution model of coarse-grained soil and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(3): 1023-1029. |
[8] | YU Jin, ZHANG Xin, CAI Yan-yan, LIU Shi-yu, TU Bing-xiong, FU Guo-feng, . Meso-damage and mechanical properties degradation of sandstone under combined effect of water chemical corrosion and freeze-thaw cycles [J]. Rock and Soil Mechanics, 2019, 40(2): 455-464. |
[9] | SHEN Yang, SHEN Xue, YU Yan-ming, LIU Han-lon, GE Hua-yang, RUI Xiao-xi, . Macro-micro study of compressive deformation properties of calcareous sand with different particle fraction contents [J]. Rock and Soil Mechanics, 2019, 40(10): 3733-3740. |
[10] | WANG Jun, SHI Jing, LIU Fei-yu, CAI Yuan-qiang, . Effect of particle gradation on static and dynamic direct shear properties of geogrid-sand interface [J]. Rock and Soil Mechanics, 2019, 40(1): 109-117. |
[11] | LIU Yi-fei, ZHENG Dong-sheng, YANG Bing, ZHU Bing, SUN Ming-xiang. Microscopic simulation of influence of particle size and gradation on permeability coefficient of soil [J]. Rock and Soil Mechanics, 2019, 40(1): 403-412. |
[12] | WANG Gui-lin, LIANG Zai-yong, ZHANG Liang, SUN Fan, . Study of influence mechanism of Z-type fissure on sandstone strength and fracture behavior [J]. Rock and Soil Mechanics, 2018, 39(S2): 389-397. |
[13] | LI Yang, SHE Cheng-xue, ZHU Huan-chun, . Simulation and verification of particle flow of vibration rolling compaction of field rockfill [J]. Rock and Soil Mechanics, 2018, 39(S2): 432-442. |
[14] | WU Tian-hua, ZHOU Yu, WANG Li, SUN Jin-hai, ZHAO Huan, SUN Zheng, . Mesoscopic study of interaction mechanism between circular hole and fissures in rock under uniaxial compression [J]. Rock and Soil Mechanics, 2018, 39(S2): 463-472. |
[15] | CHEN Jia-rui, DONG Yun, ZHANG Yuan, JIANG Yang, ZHANG Ji-hua, HE Chun-lin, LI Xi-meng,. Study of characteristics of collapsing-sand considering angle and fracture opening in thin bedrocks [J]. , 2018, 39(S1): 244-250. |