Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 173-183.doi: 10.16285/j.rsm.2021.0041
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DING Lin-nan1, 2, LI Guo-ying1, 2, WEI Kuang-min1, 2
CLC Number:
[1] | WU Er-lu, ZHU Jun-gao, WANG Long, CHEN Ge, . Single-parameter gradation equation for coarse-grained soil and its applicability [J]. Rock and Soil Mechanics, 2020, 41(3): 831-836. |
[2] | 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. |
[3] | 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. |
[4] | GUO Wan-li, ZHU Jun-gao, YU Ting, JIN Wei,. Application of gradation equation for coarse-grained soil [J]. , 2018, 39(10): 3661-3667. |
[5] | GU Le-min. Application of least absolute deviation method to settlement of rock and soil foundations [J]. , 2016, 37(8): 2366-2372. |
[6] | ZHAO Na, ZUO Yong-zhen, WANG Zhan-bin, YU Sheng-guan. Grading scale method for coarse-grained soils based on fractal theory [J]. , 2016, 37(12): 3513-3519. |
[7] | ZUO Yong-zhen, ZHANG Wei, PAN Jia-jun, ZHAO Na. Effects of gradation scale method on maximum dry density of coarse-grained soil [J]. , 2015, 36(S1): 417-422. |
[8] | ZHAO Ting-ting ,ZHOU Wei ,CHANG Xiao-lin ,MA Gang ,MA Xing,. Fractal characteristics and scaling effect of the scaling method for rockfill materials [J]. , 2015, 36(4): 1093-1101. |
[9] | CAI Can ,WU Kai-song ,YUAN Xiao-hong ,CHENG Shao-jie,. Damage constitutive model of rock under medium and low strain rates [J]. , 2015, 36(3): 795-802. |
[10] | YANG Gui , XU Jian-bao , LIU Kun-lin , . Numerical simulation of particle breakage of coarse aggregates [J]. , 2015, 36(11): 3301-3306. |
[11] | TAN Xiao-hui, XIN Zhi-yu, SHEN Meng-fen, WANG Xian-en, XU Quan. Study of soil-water characteristics of Hefei expansive soil under moisture-expansion condition [J]. , 2014, 35(12): 3352-3360. |
[12] | TAN Xiao-hui,YU Wei,SHEN Meng-fen,HU Na. Experimental study and curve fitting of soil-water characteristic curve [J]. , 2013, 34(S2): 51-56. |
[13] | LI Jian,CHEN Shan-xiong,YU Fei. A method for searching potential failure surface of slope based on maximum shear strain increment [J]. , 2013, 34(S1): 371-378. |
[14] | FU Hua, HAN Hua-qiang, LING Hua. Effect of grading scale method on results of laboratory tests on rockfill materials [J]. , 2012, 33(9): 2645-2649. |
[15] | ZHANG You-zhen,SHI Zhi-jun,ZHANG Jing. Experimental study of load distribution of anchoring section for rock bolts [J]. , 2010, 31(S2): 184-188. |
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