Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (4): 1242-1250.doi: 10.16285/j.rsm.2025.0345

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Experiment on particle sorting characteristics of dredged slurry containing coarse particles during self-weight sedimentation

ZHANG Yong1, LYU Tong-wei1, WENG Jia-xing2, ZENG Ling-ling3, HONG Zhen-shun4   

  1. 1. College of Civil Engineering, Zhejiang University of Technology, Hangzhou, Zhejiang 310023, China; 2. Jiangsu Water Source Company Ltd. of the Eastern Route of the South-to-North Water Diversion Project, Nanjing, Jiangsu 210000, China; 3. School of Civil Engineering, Fujian University of Technology, Fuzhou, Fujian 350118, China; 4. Institute of Geotechnical Engineering, Southeast University, Nanjing, Jiangsu 210096, China
  • Received:2025-04-07 Accepted:2025-08-11 Online:2026-04-13 Published:2026-04-15
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42477164, 52178361, 52278334) and the Jiangsu Province South-to-North Water Diversion Science and Technology Research and Development Project (JSNSBD202205).

Abstract: Laboratory self-weight sedimentation tests were conducted on two types of dredged slurry with varying initial water contents and initial sand contents, using different-sized apparatuses to investigate particle sorting characteristics in dredged slurry containing coarse particles during self-weight sedimentation. The study examined the effects of initial particle distribution, initial sand content, and initial water content on the particle sorting threshold of dredged slurry during sedimentation, and identified the key controlling parameters for the particle sorting threshold. The distribution of coarse particles along the specimen height after the completion of self-weight sedimentation was analyzed, and a method for determining the coarse particle sorting interface height was proposed. By normalizing the coarse particle sorting interface height with the stabilized mud-water interface height, a unique linear relationship was established between the normalized coarse particle sorting interface height and the initial sand content, regardless of differences in initial particle distribution or water content. Furthermore, the distribution of fine particles in the sediment layer below the sorting interface was examined, and the key relevant influencing factors were discussed. These findings provide a theoretical basis for the design of dredged slurry storage ponds considering the particle sorting effect.

Key words: dredged slurry containing coarse particles, particle sorting, self-weight sedimentation, coarse particle sorting interface, normalized analysis

CLC Number: 

  • TU 473
[1] WANG Heng, LIN Xiu-hong, XIAO Gui-jin, CHEN Jun-hao, WANG Gang, SONG Miao-miao. Evolution of sedimentation rate and settlement prediction for dredged slurry under self-weight [J]. Rock and Soil Mechanics, 2026, 47(3): 828-838.
[2] ZHANG Yan-bo ,LIANG Peng ,LIU Xiang-xin ,LIU Shan-jun ,TIAN Bao-zhu , . An experimental study of predicting rockburst in granitic roadway based on multiparameter normalization [J]. , 2016, 37(1): 96-104.
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