岩土力学 ›› 2024, Vol. 45 ›› Issue (S1): 550-556.doi: 10.16285/j.rsm.2023.0363

• 岩土工程研究 • 上一篇    下一篇

高坝堆石料现场碾压过程中级配演化模型研究

王峰1, 2, 3,张建清1, 2, 3   

  1. 1. 长江地球物理探测(武汉)有限公司,湖北 武汉 430010;2. 长江设计集团 国家大坝安全工程技术研究中心,湖北 武汉 430010; 3. 长江设计集团 水利工程健康诊断技术创新中心,湖北 武汉 430010
  • 收稿日期:2023-03-23 接受日期:2023-07-14 出版日期:2024-09-18 发布日期:2024-09-21
  • 作者简介:王峰,男,1987年生,博士,高级工程师,主要从事高土石坝坝料的多参数快速无损检测和力学特性研究。E-mail: student6262@foxmail.com
  • 基金资助:
    新疆葛洲坝玉龙喀什水利枢纽开发有限公司科研项目(No.YLKS-SW-2022-016);湖北省高价值知识产权培育项目。

Evolution model of the grading in the process of in-situ rolling of high dam rockfills

WANG Feng1, 2, 3, ZHANG Jian-qing1, 2, 3   

  1. 1. Changjiang Geophysical Exploration and Testing Co., Ltd., Wuhan, Hubei 430010, China; 2. National Dam Safety Research Center, CISPDR Corporation, Wuhan, Hubei 430010, China; 3. Hydraulic Engineering Health Diagnosis Technology Innovation Center, CISPDR Corporation, Wuhan, Hubei 430010, China
  • Received:2023-03-23 Accepted:2023-07-14 Online:2024-09-18 Published:2024-09-21
  • Supported by:
    This work was supported by the Yulong Kashgar Special Scientific Research Project (YLKS-SW-2022-016) and the High Value Intellectual Property Cultivation Project in Hubei Province.

摘要: 级配是影响高坝堆石料力学特性的重要指标。高土石坝填筑期,在重型设备多次碾压下,堆石料会发生显著的颗粒破碎现象,进而导致级配的显著改变。如果堆石料级配超出设计范围,就会产生级配不合格区域,留下质量隐患。传统的级配演化研究较多基于60 mm以下的缩尺堆石料,较难有效地描述大粒径、多粒组现场堆石料级配。提供了一种新的现场堆石料级配演化模型构建方法。基于堆石料各个粒组的颗粒破碎耗能Weibull分布,计算得到不同碾压遍数下各粒组颗粒的破碎量占比;构建破碎颗粒的分形分配矩阵计算新的各个粒组的颗粒含量,获得新的级配曲线。通过室内单粒强度试验和现场碾压试验获取了模型参数。模型计算结果通过与在建世界最高堆石坝——双江口水电站(315 m)现场碾压试验坑测值对比,验证了新模型的有效性。

关键词: 现场级配, 堆石料, Weibull 分布, 分形分布, 颗粒破碎

Abstract: Gradation is crucial factor influecing the mechanical properties of high dam rockfills. During the filling period of a high dam, frequent particle breakage due to heavy equipment rolling leads to significant changes in the grading curve. Exceeding the design values of rockfill grading can result in unqualified areas, posing a risk to the safe operation of the dam. The traditional grading evolution research is mostly based on the reduced rockfill materials with a maximum particle size smaller than 60 mm, making it challenging to effectively describe on-site grading of rockfills with large particle sizes and multiple groups. This paper provides a novel approach to developing a prototype rockfill gradation evolution model. By utilizing the Weibull distribution of particle-crushing energy consumption of each particle group of rockfill body, the proportion of particle crushing amount of each particle group under different rolling passes was obtained. A fractal distribution matrix of crushing particles was developed to estimate the particle content of each new group, resulting in a new grading curve. Model parameters were determined through laboratory single grain strength test and field rolling test. The validity of the new model is verified by comparing with the measured values of the on-site rolling test pit of Shuangjiangkou Hydropower Station, the world's highest rockfill dam (315 m) currently under construction.

Key words: prototype gradation, rockfills, Weibull distribution, fractal distribution;particle crushing

中图分类号: TU451
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