岩土力学 ›› 2024, Vol. 45 ›› Issue (S1): 53-62.doi: 10.16285/j.rsm.2023.0768

• 基础理论与实验研究 • 上一篇    下一篇

考虑水化期影响的橡胶−钢渣填料动力特性与微观分析

王丽艳1, 2,蒋飞1, 3,庄海洋4,王炳辉1,张雷1,李明5   

  1. 1. 江苏科技大学 土木工程与建筑学院,江苏 镇江 212003;2. 江苏省地质环境灾害防治及修复工程研究中心,江苏 镇江 212003; 3. 申佳船厂,上海 200120;4. 华东交通大学 土木建筑学院,江西 南昌 330013;5. 连云港市水利规划设计院有限公司,江苏 连云港 222006
  • 收稿日期:2023-06-09 接受日期:2023-07-30 出版日期:2024-09-18 发布日期:2024-09-18
  • 作者简介:王丽艳,女,1980年生,博士,教授,主要从事土动力学与地震工程等方面的研究。E-mail: wly_yzu@163.com
  • 基金资助:
    国家自然科学基金面上项目(No.52278355);江苏省自然基金面上项目(No.BK20201454)。

Dynamic characteristics and microscopic analysis of rubber-steel slag filler considering the influence of hydration period

WANG Li-yan1, 2, JIANG Fei1, 3, ZHUANG Hai-yang4, WANG Bing-hui1, ZHANG Lei1, LI Ming5   

  1. 1. School of Civil and Architectural Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu 212003, China; 2. Jiangsu Province Engineering Research Center of Geoenvironmental Disaster Prevention and Remediation, Zhenjiang, Jiangsu 212003, China; 3. Shenjia Shipyard, Shanghai 200120; 4. School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, Jiangxi 330013, China; 5. Lianyungang Water Resources Planning and Design Institute Co., Ltd., Lianyungang, Jiangsu 222006, China
  • Received:2023-06-09 Accepted:2023-07-30 Online:2024-09-18 Published:2024-09-18
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52278355) and the General Program of Natural Science Foundation of Jiangsu Province (BK20201454).

摘要: 废弃钢渣和轮胎是两大工业固体废弃物,用废旧轮胎橡胶颗粒作为质地较重的钢渣的改轻材料,将橡胶−钢渣混合填料用来代替日渐干涸的砂石料,十分符合国家的节能环保政策。因为钢渣的物理力学特征具有时效特性,为了研究橡胶−钢渣填料考虑时间效应的动力特性,采用共振柱试验研究考虑水化期、橡胶颗粒含量和橡胶颗粒粒径对橡胶−钢渣填料的动剪切模量、阻尼等动力特性的变化规律;基于Hardin-Drnevich双曲线模型建立橡胶−钢渣填料养护后的动力特性模型,以Botlzman函数描述最大动剪切模量变化规律以及最大阻尼比的参考范围,得出橡胶掺入比为5%的橡胶−钢渣填料动剪切模量最大,且密度改善明显;掺入的橡胶颗粒粒径较小时有助于提高水化潜力,掺入的橡胶颗粒粒径较大时提高水化潜力不大,橡胶−钢渣填料最佳配比为橡胶颗粒粒径为0~1 mm,橡胶颗粒含量为5%。与传统砂土动力特性进行对比,得出橡胶−钢渣填料水化前动剪切模量略高于传统细砂水平,水化90 d后动剪切模量接近为哈尔滨中砂水平,略低于福建标准砂,相应的工程条件下可以用其作为一种填料代替砂土。通过微观电子显微镜对橡胶−钢渣填料颗粒进行微观试验,发现橡胶−钢渣填料的水化反应可分为潜伏、诱导、侵蚀、加速和放缓5个阶段,掺入橡胶颗粒使得水化反应具有滞后性,其中期结构形式改变,但并不影响水化产物的变化。

关键词: 钢渣, 橡胶颗粒, 最大动剪切模量, 阻尼比, 水化反应, 微观结构

Abstract: Waste steel slag and tires are two major industrial solid wastes. Utilizing waste tire rubber particles as a lightweight material for the heavier steel slag, the rubber-steel slag mixed filler is used to replace the drying sand and gravel, which aligns well with the national policy of energy conservation and environmental protection. Because the physical and mechanical characteristics of steel slag have the characteristic of time, in order to study the dynamic characteristics of rubber-steel slag filler considering the time effect, the resonance column test is employed to investigate the influence of hydration period, rubber particle content and rubber particle size on the dynamic shear modulus, damping ratio, and other dynamic characteristics of the rubber-steel slag filler. Based on the Hardin-Drnevich hyperbolic model, a dynamic characteristic model of the rubber-steel slag filler after curing is established. The Botlzman function is used to describe the variation law of the maximum dynamic shear modulus and the reference range of the maximum damping ratio. It is concluded that the dynamic shear modulus of the rubber-steel slag filler with a rubber mixing ratio of 5% is the largest, and the density improvement is obvious. The mixing of rubber particles with a smaller size helps to improve the hydration potential, while the mixing of rubber particles with a larger size does not significantly improve the hydration potential. The optimal ratio of rubber-steel slag filler is 0−1 mm rubber particle size and 5% rubber particle content. Compared with the dynamic properties of traditional sand, it is concluded that the dynamic shear modulus of the rubber-steel slag filler before hydration is slightly higher than that of traditional fine sand. After 90 days of hydration, the dynamic shear modulus is close to the level of Harbin medium sand and slightly lower than Fujian standard sand. Under corresponding engineering conditions, the rubber-steel slag filler can be used as a substitute for sand. Through microscopic electron microscope testing of the rubber-steel slag filler particles, it is found that the hydration reaction of the rubber-steel slag filler can be divided into five stages: latent, induced, erosion, accelerated, and slowed down. The mixing of rubber particles makes the hydration reaction lag, and its medium-term structural form changes but does not affect the hydration product changes.

Key words: steel slag, rubber particles, dynamic shear modulus, damping ratio, hydration reaction, microstructure

中图分类号: TU411
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