Application Research of K30 Testing Method in Gravel Fill Embankments on Highways
Yun Yan （ Shanxi Tiansheng Surveying, Mapping and Inspection Engineering Co., Ltd ）
https://doi.org/10.37155/2972-483X-0201-2Abstract
Gravel fill embankments are an integral part of highway construction. However, the compaction density of embankments cannot be accurately assessed through the compaction degree of soil subgrade. Utilizing the K30 testing method to evaluate the compaction quality of gravel fill embankments in highway construction ensures the accuracy and reliability of the testing results. In this study, a specific case of a highway gravel fill embankment is taken as an example to explore the application of the K30 testing method, providing valuable insights for reference.
Keywords
K30 testing method; Highway; Gravel fill embankment; ApplicationFull Text
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[2] Zhang Xiangli, Fan Fei, Zhang Wei. K30 detection and experimental analysis at railway subgrade engineering construction site [J]. Bulk Cement, 2020(02):83-84.
[3] Zeng Qunhui. K30 detection and experimental research at railway subgrade construction site [J]. Science and Technology Wind, 2020(04):129.
[4] Wei Qun. A brief discussion on the detection of foundation coefficient K30 of railway subgrade engineering [J]. Jiangxi Building Materials, 2019(02):19-20+22.
[5] Li Xuemei. Discussion on K30 detection and experiment at railway subgrade construction site [J]. Science and Technology Outlook, 2015, 25(20):60.
[6] Pan Longwu, Deng Jiaxi, Jiang Hongliang. Research on the application of K30 detection method in highway stone filling embankments [J]. Western Transportation Science and Technology, 2013(10):22-25.
Copyright © 2024 Yun Yan
Publishing time:2024-02-28
This work is licensed under a Creative Commons Attribution 4.0 International License
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