岩土力学 ›› 2026, Vol. 47 ›› Issue (4): 1242-1250.doi: 10.16285/j.rsm.2025.0345CSTR: 32223.14.j.rsm.2025.0345

• 基础理论与实验研究 • 上一篇    下一篇

自重沉积下含粗颗粒疏浚泥颗粒分选性状试验研究

张勇1,吕同伟1,翁佳兴2,曾玲玲3,洪振舜4   

  1. 1.浙江工业大学 土木工程学院,浙江 杭州 310023;2.南水北调东线江苏水源有限责任公司,江苏 南京 210000; 3.福建理工大学 土木工程学院,福建 福州 350118;4.东南大学 岩土工程研究所,江苏 南京 210096
  • 收稿日期:2025-04-07 接受日期:2025-08-11 出版日期:2026-04-13 发布日期:2026-04-15
  • 通讯作者: 曾玲玲,女,1983年生,博士,教授,主要从事疏浚泥物理–力学性状与内陆堆场处理技术、天然沉积土结构损伤理论与地基处理技术、污染底泥物理-化学-力学性状与资源化处理技术方面的研究工作。E-mail: linglz413@126.com
  • 作者简介:张勇,男,1981年生,博士,副教授,主要从事特殊土力学特性和土动力学方面的研究工作。E-mail: zhangyong@zjut.edu.cn
  • 基金资助:
    国家自然科学基金(No.42477164,No.52178361,No.52278334);江苏省南水北调科技研发项目(No.JSNSBD202205)。

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).

摘要: 针对两种类型的疏浚泥,配置不同初始含水率和初始含砂率,开展不同尺寸规格的室内自重沉积试验,研究自重沉积过程含粗颗粒疏浚泥颗粒分选性状。探讨了初始颗粒分布、初始含砂率、初始含水率对自重沉积过程中疏浚泥发生颗粒分选阈值的影响,发现发生颗粒分选阈值的关键控制参数。研究了自重沉积完成后粗颗粒沿着试样高度的分布规律,给出粗颗粒分选界面高度的确定方法。导入自重沉积稳定后泥水分界面高度与粗颗粒分选界面高度之比进行归一化分析,发现具有不同初始颗粒分布、不同初始含砂率和初始含水率的含粗颗粒疏浚泥,发生颗粒分选后的归一化粗颗粒分选界面高度比与初始含砂率存在唯一线性关系。此外,分析了粗颗粒分选界面以下疏浚泥中细颗粒分布性状,探讨了相关关键影响因素。研究成果可为考虑颗粒分选效应的疏浚泥堆场设计提供理论依据。

关键词: 含粗颗粒疏浚泥, 颗粒分选, 自重沉积, 粗颗粒分选界面, 归一化分析

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

中图分类号: TU 473
[1] 王恒, 林修洪, 肖贵津, 陈军浩, 王刚, 宋苗苗. 疏浚泥浆自重沉降速率演化与沉降预测[J]. 岩土力学, 2026, 47(3): 828-838.
[2] 张艳博 ,梁 鹏 ,刘祥鑫 ,刘善军 ,田宝柱 , . 基于多参量归一化的花岗岩巷道岩爆预测试验研究[J]. , 2016, 37(1): 96-104.
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