中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2022, Vol. 41 ›› Issue (09): 102-109.DOI: 10.3969/j.issn.1674-0696.2022.09.15

• 交通基础设施工程 • 上一篇    下一篇

高速公路路基湿度场空间分布快速测试及评价方法研究

袁刚烈,车爱兰   

  1. (上海交通大学 船舶海洋与建筑工程学院,上海 200240)
  • 收稿日期:2021-03-29 修回日期:2022-08-29 发布日期:2022-09-30
  • 作者简介:袁刚烈(1995—),男,浙江宁波人,博士研究生,主要从事岩土工程测试研究。E-mail:yuanganglie@sjtu.edu.cn 通信作者:车爱兰(1969—),女,上海人,教授,博士,主要从事岩土工程测试研究方面的工作。E-mail:alche@sjtu.edu.cn
  • 基金资助:
    国家重点研发计划项目(2018YFC1504504)

A Fast Test and Evaluation Method for Spatial Distribution of Moisture Field of Highway Subgrade

YUAN Ganglie, CHE Ailan   

  1. (School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China)
  • Received:2021-03-29 Revised:2022-08-29 Published:2022-09-30

摘要: 为了评价路基土湿度场的空间分布,研究了一种基于振动测试及电测量的高速公路路基湿度场空间分布快速测试及评价方法。选取某多雨潮湿地区在建高速公路的一段路基作为等比例试验路基模型,布置注水系统以改变路基的湿度场,设计了含水率分别为17%、19%及20%的3种路基模型Ⅰ、Ⅱ、Ⅲ;分别采用振动测试、温湿度传感器测试、高密度面波测试及电测量4种方法进行测试,测试指标包括路基土的含水率ω、弹性波振幅A、剪切波速度Vshear、视电阻率ρs;分析了弹性波振动衰减率及电阻率分布,评价了路基湿度场的空间分布;将电测量测得的视电阻率换算成含水率ωρ,并与由温湿度传感器测得的含水率ωsensor进行了对比分析。结果表明:随着路基含水率由17%提高至20%,路基振动衰减率增长了20%~30%,剪切波速度减小了16%,验证了采用振动测试能够快速评价路基湿度场的变化;电测量法换算含水率ωρ与温湿度传感器测量换算含水率ωsensor的相对误差绝对值在1%~3%范围内,验证了电测量方法能够较准确地评价路基湿度场的空间分布。

关键词: 公路工程;路基模型试验;湿度场;电测量;温湿度传感器

Abstract: In order to evaluate the spatial distribution of moisture field of subgrade soil, a fast test and evaluation method of spatial distribution of moisture field of highway subgrade based on vibration test and electrical measurement was studied. A section of subgrade of an expressway under construction in a rainy and humid area was selected as an equal scale test subgrade model. The moisture field of the subgrade was changed by the water injection system. Three subgrade models Ⅰ, Ⅱ and Ⅲ were designed, and the designed moisture content was 17%, 19% and 20% respectively. 4 kinds of methods such as vibration test, temperature and humidity sensor test, high-density surface wave test and electrical measurement were used for testing respectively. The test indicators included moisture content of subgrade soil ω, elastic wave amplitude A, shear wave velocity Vshear and apparent resistivity ρs. The attenuation rate and resistivity distribution of elastic wave vibration were analyzed, and the spatial distribution of subgrade moisture field was evaluated. The apparent resistivity measured by the electrical measurement was converted into water content ωρ, which was compared with the moisture content ωsensor measured by the temperature and humidity sensor. The results show that as the moisture content of the subgrade increases from 17% to 20%, the vibration attenuation rate of subgrade increases by 20%~30%, and the shear wave velocity decreases by 16%, which verifies that the vibration test can quickly evaluate the change of subgrade moisture field; and the absolute value of relative error of moisture content ωρ converted by electrical measurement method and ωsensor converted by the temperature and humidity sensor test, is in the range of 1%~3%, which verifies that the electrical measurement method can accurately evaluate the spatial distribution of subgrade moisture field.

Key words: highway engineering; subgrade model test; moisture field; electrical measurement; temperature and humidity sensor

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