土工基础 ›› 2021, Vol. 35 ›› Issue (5): 583-586.

• 专题论述 • 上一篇    下一篇

玄武岩纤维对土性能和影响机理的研究进展综述

陈学军1,2,徐科宇1,2,丁 翔1,2   

  1. (1.桂林理工大学土木与建筑工程学院,广西桂林 541004;2.广西岩土力学与工程重点实验室,广西桂林 541004)
  • 收稿日期:2020-06-28 修回日期:2020-07-10 出版日期:2021-10-31 发布日期:2021-10-22
  • 作者简介:陈学军(1961-),男,博士,教授,博士生导师,研究方向为环境工程、灾害地质与岩土工程。
  • 基金资助:
    桂林市科学技术研究开发项目(20170222);国家自然科学基金项目(41762022,41967037)

Research Progress Review of Basalt Fibers Applied in the Soil Improvement

CHEN Xuejun1,2, XU Keyu1,2, DING Xiang1,2   

  1. (1.College of Civil and Architectural Engineering, Guilin University of Technology, Guilin 541004;
    2.Guangxi Key Laboratory for Geomechanics and Engineering, Guilin 541004)
  • Received:2020-06-28 Revised:2020-07-10 Online:2021-10-31 Published:2021-10-22

摘要: 玄武岩纤维是一种绿色无机高性能纤维,国内对于玄武岩纤维改良土的研究还处于初步研究阶段,分析了国内外的研究进展,简单介绍了玄武岩纤维的成分、种类和相较于传统改良剂的特殊物理性质。重点归纳了玄武岩纤维掺入的含量和掺入方式对于土体的物理力学特性的影响,综合考虑掺入后耐久性、导热性的影响,探究玄武岩纤维改良重金属离子污染土,及利用浅层地热能的前景,整合玄武岩纤维对土的作用机理,为深入探索玄武岩纤维在各类特殊土中的应用提供参考。

关键词: 玄武岩纤维, 掺入比, 力学特性, 耐久性, 导热性, 作用机理, 综述

Abstract: The basalt fiber is a green inorganic high-performance fiber, but the research on the basalt fibers in the soil improvement application is still in the preliminary stage. Based on the research progress domestic and overseas, the composition, types and special physical properties of the basalt fiber compared with traditional modifier are briefly introduced. This paper also summarizes the influence of the contents and methods of basalt fiber mix on the physical and mechanical properties of the soil mass. Further, the paper comprehensively considers the influence of durability, thermal conductivity after the mixing, explores the improvement of heavy metal contaminated ion soils by the basalt fiber, and integrates the mechanism of basalt fiber improvement on soil by using the potential of shallow geothermal energy, and to further explore the basalt fiber in various special properties.

Key words: basalt fiber, mixing ratio, mechanical properties, durability, thermal conductivity, improvement mechanism, review

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