Proceedings of the International Conference on Advance Transportation, Engineering, and Applied Science (ICATEAS 2022)

<Previous Article In Volume
Next Article In Volume>

Characteristics of Embankment Soil as Subgrade in Road Pavement Structure

Authors
M. Anggraini1, *, V. T. Haris1, A. Saleh1
1Universitas Lancang Kuning, Pekanbaru, Indonesia
*Corresponding author. Email: muthia@unilak.ac.id
Corresponding Author
M. Anggraini
Available Online 21 February 2023.
DOI
10.2991/978-94-6463-092-3_11How to use a DOI?
Keywords
Embankment Soil; Pavemnet; Road; CBR; Clay; Quarry
Abstract

Subgrade strength is a major factor in pavement design, construction, and performance. The subgrade for road pavement construction can be in the form of local soil (in-situ) which is stripped or cleaned after it is compacted, or it can be filled soil compacted according to the maximum density. Efforts are made to increase the bearing capacity of the subgrade or subgrade on soft soil, one of which is to physically improve the soil, meaning by replacing it with soil that has a good or adequate bearing capacity. The purpose of the study was to determine the characteristics of the embankment soil as a road subgrade. The method used is testing the physical and mechanical properties of the soil. Soil samples were taken from Kampar and Duri quarry. The results of the research on soil classification for the Kampar quarry, type ML, and the Duri quarry type CL. CBR value of Kampar quarry soil 23% and Duri 16.80%. Conclusion the characteristics of the embankment soil should not contain organic and high plasticity. For CBR value > 10% based on the specification of Bina Marga 2018 Revision 2.

Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

<Previous Article In Volume
Next Article In Volume>
Volume Title
Proceedings of the International Conference on Advance Transportation, Engineering, and Applied Science (ICATEAS 2022)
Series
Advances in Engineering Research
Publication Date
21 February 2023
ISBN
978-94-6463-092-3
ISSN
2352-5401
DOI
10.2991/978-94-6463-092-3_11How to use a DOI?
Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - M. Anggraini
AU  - V. T. Haris
AU  - A. Saleh
PY  - 2023
DA  - 2023/02/21
TI  - Characteristics of Embankment Soil as Subgrade in Road Pavement Structure
BT  - Proceedings of the International Conference on Advance Transportation, Engineering, and Applied Science (ICATEAS 2022)
PB  - Atlantis Press
SP  - 120
EP  - 127
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-092-3_11
DO  - 10.2991/978-94-6463-092-3_11
ID  - Anggraini2023
ER  -