土工基础

土工基础 ›› 2022, Vol. 36 ›› Issue (3): 462-465.

• 测试技术 • 上一篇    下一篇

土石方填筑体密度检测的瞬态面波法研究

张述涛1，付 晖2，罗小斌3   

  1. （1.民航中南机场设计研究院（广州）有限公司，广州 510405；2.长江科学院 水利部岩土力学与工程重点实验室，武汉 430010；3.南水北调中线干线工程建设管理局渠首分局，河南南阳 473000）
  • 收稿日期:2021-08-16 修回日期:2021-09-09 出版日期:2022-06-30 发布日期:2022-06-26
  • 作者简介:张述涛（1985-），男，高级工程师，研究方向为机场工程总承包管理、岩土工程、机场场道工程设计。

Application of Transient Surface Wave Method for Unit Weight Estimation of Earthwork Backfills

ZHANG Shutao1, FU Hui2, LUO Xiaobin3   

  1. (1.CAAC Central & Southern Airport Design & Research Institute (Guangzhou) Co. Ltd., Guangzhou 510405;
    2.Yangtze River Scientific Research Institute, Wuhan 430010;
    3.Headwork Division, Middle Route of South to North Water Diversion Project Construction Administration Bureau, Nanyang 473000)
  • Received:2021-08-16 Revised:2021-09-09 Online:2022-06-30 Published:2022-06-26

摘要： 土石方填筑体密度是评价填筑质量的关键指标，采用传统的检测方法耗时耗力，且检测结果受人工操作因素影响较大。以鄂州花湖机场的大型场地土石方填筑体为研究对象，对比分析了压实后的填筑体多道瞬态面波检测的波速结果以及传统灌水法获得的压实料干密度结果，发现二者间具有良好的线性关系，由此提出了通过面波波速对填筑体密度进行检测的新方法及其计算公式。同时，基于大量的现场填料筛分试验结果，对应用瞬态面波法进行土石方填筑体质量检测的适用条件进行了限定，为瞬态面波法应用于土石方填筑体质量检测提供了试验基础。


关键词: 瞬态面波法, 土石方填筑体, 干密度, 粒径级配

Abstract: The unit weight of earthwork backfills is the key index to evaluate the backfill quality. It is both time and labor consuming to estimate the unit weight by the traditional method, and the test results are significantly affected by the operation factors. In this paper, a large-scale earthwork backfills test results of Ezhou Huahu airport project are presented. The wave velocity of the multi-channel transient surface wave of the compacted backfill material and the dry density results obtained by the traditional irrigation method are compared and evaluated. It is found that there is a good linear relationship between both methods. Therefore, a new method and its calculation formula for estimating the unit weight of the backfill material by the transient surface wave velocity are proposed. Meanwhile, based on the results of many fields screening tests, the applicable boundary conditions for the new method are also recommended. The results of this paper provide an experimental basis for the application of transient surface wave method in the accurate determination of the earthwork quality.

Key words: transient surface wave method, earthwork backfills, dry density, grain size distribution

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