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

Gradation equation for describing gradation distribution of soil and its applicability

DING Lin-nan1, 2, LI Guo-ying1, 2, WEI Kuang-min1, 2   

  1. 1. Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, Jiangsu 210024, China; 2. Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing, Jiangsu 210029, China
  • Received:2021-01-09 Revised:2022-03-14 Online:2022-06-30 Published:2022-07-13

Abstract:

By deforming and evolving the Weibull model formula, a gradation equation for quantitatively representing the continuous gradation distribution is obtained. The gradation equation can express three typical gradation distribution forms of hyperbola, approximate straight line and reversed S-shaped curve. The gradation distribution of silt, clay, sand, and coarse-grained soil is fitted, and the fitting results are all good. Considering the distribution range of the particle size, the value range of the gradation parameter is studied in detail with the method of theoretical deduction. By combining the actual fitting results with the theoretical derivation results, the final grading parameter range is obtained: c is 0.001−1.5, n is 0.065−4.8. Comparing the new gradation equation with Talbot fractal gradation equation and Wu Er-lu’s single-parameter gradation equation, it is found that the Talbot fractal gradation equation cannot reflect the reversed S-shaped gradation distribution, and the single-parameter gradation equation cannot reflect the uniform and narrow gradation distribution of particles, and the proposed gradation equation fits the above different gradation distributions well. The proposed gradation equation has wider applicability. In addition, the evolution of gradation parameters under the elimination method, similar gradation method, equivalent substitution method, and hybrid method is derived, and the quantitative expression of the gradation distribution before and after scaling is realized.

Key words: gradation curve, gradation equation, curve fitting, scale method

CLC Number: 

  • TU451
[1] CAI Tian-ming, LI Shun-qun, CHENG Xue-lei, ZHOU Yan, LI You-bing, JING Le-wei, FANG Xin-chang, WANG Ying-hong, . Analysis and application of temperature effects on earth pressure cell test data [J]. Rock and Soil Mechanics, 2025, 46(6): 1967-1976.
[2] ZHANG Dan, QIU Zi-yuan, JIN Wei, ZHANG Zi-hang, LUO Yu-long, . Scale method for coarse soil seepage and seepage stability test [J]. Rock and Soil Mechanics, 2024, 45(1): 164-172.
[3] 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.
[4] 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.
[5] 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.
[6] GUO Wan-li, ZHU Jun-gao, YU Ting, JIN Wei,. Application of gradation equation for coarse-grained soil [J]. , 2018, 39(10): 3661-3667.
[7] GU Le-min. Application of least absolute deviation method to settlement of rock and soil foundations [J]. , 2016, 37(8): 2366-2372.
[8] 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.
[9] 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.
[10] 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.
[11] 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.
[12] YANG Gui , XU Jian-bao , LIU Kun-lin , . Numerical simulation of particle breakage of coarse aggregates [J]. , 2015, 36(11): 3301-3306.
[13] 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.
[14] 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.
[15] 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.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!