岩土力学 ›› 2026, Vol. 47 ›› Issue (3): 828-838.doi: 10.16285/j.rsm.2025.0634CSTR: 32223.14.j.rsm.2025.0634

• 基础理论与实验研究 • 上一篇    下一篇

疏浚泥浆自重沉降速率演化与沉降预测

王恒1, 2,林修洪1,肖贵津3,陈军浩1,王刚1,宋苗苗4   

  1. 1. 福建理工大学 地下工程福建省高校重点实验室,福建 福州 350118;2. 中建海峡建设发展有限公司,福建 福州 350118; 3. 福建省水利水电科学研究院,福建 福州 350118;4. 盐城工学院 土木工程学院,江苏 盐城 224051
  • 收稿日期:2025-06-08 接受日期:2025-11-11 出版日期:2026-03-17 发布日期:2026-03-18
  • 通讯作者: 宋苗苗,女,1987年生,博士,副教授,主要从事疏浚泥处置及资源化利用等方面的研究。E-mail: songmiaomiao12@126.com
  • 作者简介:王恒,男,1989年生,博士,副教授,主要从事软土地基处理,数值计算等方面的研究。E-mail: whdndx@fjut.edu.cn
  • 基金资助:
    国家自然科学基金项目(No.41672278);福建省水利科技专项(No.MSK202416);福建省省属公益类科研院所基本科研专项(No.2024R1018002);江苏省高校“青蓝工程”优秀青年骨干教师。

Evolution of sedimentation rate and settlement prediction for dredged slurry under self-weight

WANG Heng1, 2, LIN Xiu-hong1, XIAO Gui-jin3, CHEN Jun-hao1, WANG Gang3, SONG Miao-miao4   

  1. 1. Key Laboratory of Underground Engineering, Fujian Province University, Fujian University of Technology, Fuzhou, Fujian 350118, China; 2. CSCEC Strait Construction and Development Co., Ltd., Fuzhou, Fujian 350015, China; 3. Fujian Research Institute of Water Conservancy and Hydropower, Fuzhou, Fujian 350118, China; 4. School of Civil Engineering, Yancheng Institute of Technology, Yancheng, Jiangsu 224051, China
  • Received:2025-06-08 Accepted:2025-11-11 Online:2026-03-17 Published:2026-03-18
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41672278), Fujian Provincial Special Program for Water Resources Science and Technology (MSK202416), Fujian Provincial Basic Scientific Research Program for Provincial Public Welfare Research Institutes (2024R1018002) and Jiangsu Province “Qinglan Project” Excellent Young Scholar.

摘要: 每年我国水力疏浚将产生大量高含水率泥浆,采用堆场处置通常需要数年时间才能达到自重沉降稳定。探究泥浆泥面自重沉降速率演化与初始含水率w0、液限wL和泥面初始高度H0的内在联系,是准确计算泥浆自重沉降的关键难题。通过建立室内量筒试验的泥浆泥面高度时程曲线数据库,提出泥面高度−时间的数学表达式,研究泥面沉降与沉降速率内在联系随泥浆初始状态和H0的演化规律。研究表明:泥面沉降速率整体呈先增大后减小的变化趋势。泥浆w0/wL越大,在阻碍沉降阶段的沉降速率越大,但在自重固结阶段的沉降速率反而减小,完成90%至95%泥面沉降所需要时间最多不超过最终时间的50%。同时,引入沉降完成度概念,建立不同沉降完成度下泥浆初始状态与沉降速率经验关系,提出泥面自重沉降计算方法,计算得到的泥面沉降预测值约为实测值的1.0~1.1倍。该方法能够在仅测定泥浆w0和wL的情况下,结合实时泥面沉降−时间曲线计算得到达到不同沉降完成度时对应的沉降速率,快速准确估算自重沉积稳定时泥面沉降量,为疏浚泥堆场优化设计提供定量化分析方法。

关键词: 疏浚泥, 自重沉积, 沉降速率, 沉降量

Abstract: China’s annual hydraulic dredging produces a great amount of slurry with high water content, while yard disposal usually needs several years to complete the self-weight sedimentation. It is crucial to explore the intrinsic relationship between the evolution of self-weight sedimentation rate and the initial water content (w0), the liquid limit (wL) and the initial height of slurry surface (H0) for calculating the self-weight settlement accurately. By establishing the database of slurry surface height vs. time curves derived from laboratory cylinder tests, a mathematical model for the height of slurry surface-time was developed, and the changing law of intrinsic relationship between settlement and sedimentation rate with the initial state of slurry and H0 was studied. The study indicates that the sedimentation rate firstly increases and then decreases with the increasing sedimentation time. For slurry with higher w0/wL, a higher sedimentation rate is observed at the hindered settling stage, while a lower sedimentation rate is found at the self-weight consolidation stage. The time required for completing 90% to 95% of slurry sedimentation is less than 50% of the final settlement time. Meanwhile, the degree of sedimentation completion is introduced, an empirical relationship between the initial slurry state and sedimentation rate at different degrees of sedimentation completion is established, and then a method for calculating the slurry surface settlement is proposed. The calculated values of mud surface settlement are approximately 1.0−1.1 times the measured values. This method can calculate the settlement rate at different degree of sedimentation completion according to the measured settlement-time curve, the w0 and the wL, and estimate the stable self-weight settlement quickly and accurately, which offers a quantitative analysis for optimizing the design of storage capacity.

Key words: dredged slurry, self-weight sedimentation, sedimentation rate, settlement

中图分类号: TU411
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