Impact of CBR Value of Soil in Soaked and Unsoaked Conditions Based on 2018 Division 3 Bill Specifications

Impact of CBR Value of Soil in Soaked and Unsoaked Conditions Based on 2018 Division 3 Bill Specifications

Authors

  • Muhammad Yusuf Parlagutan Lubis Department Civil Engineering, Universitas Pembinaan Masyarakat Indonesia, Medan, Indonesia

DOI:

https://doi.org/10.55299/ijoss.v1i1.6

Keywords:

CBR, Soaked, Unsoaked

Abstract

Soil is a construction material that is used as embankment to provide better soil bearing capacity and resilience to the soil itself. This research aims to determine the comparison of the CBR value of soil in soaked and unsoaked conditions based on the provisions of the 2018 Directoral of Highways Specifications Division 3.2 regarding embankments. In the research, the CBR results in the soaked condition were 6.15% and the unsoaked CBR was 9.64%. The CBR value requirement based on the 2018 Specifications is a minimum of 6% of the results obtained that meet the requirements for embankment CBR value, where the CBR value in the soaked condition is greater than the unsoaked condition. Based on these results, soaked embankment soil is suitable for use if the soil is compacted under conditions of continuous work, while unsoaked embankment soil can be used after the CBR value meets after the soaking process or a drying period of 4 days (96 hours).

Downloads

Download data is not yet available.

References

Ardiansyah, A. (2008). Tinjauan nilai CBR pada tanah lempung ekspansif yang distabilisasi menggunakan fly-ash. Retrieved from https://binamarga.pu.go.id/index.php/nspk/detail/sni-1742-2008-cara-uji-kepadatan-ringan-untuk-tanah

Boulevard, J., Sektor, B., Jaya, B., & Selatan, T. (n.d.). Mekanika tanah modul 3: Klasifikasi dari sifat tanah Universitas Pembangunan Jaya. Retrieved from https://adoc.pub/mekanika-tanah-sifat-indeks-propertis-tanah-modul-2-universi.html

Craig, R. F. (2004). Soil mechanics (7th ed.). CRC Press. https://doi.org/10.1201/9780203479240

Hakam, A. (2008). Rekayasa pondasi. CV. Bintang Grafika. Retrieved from https://www.researchgate.net/publication/292144569_Rekayasa_Pondasi

Hardiyatmo, H. C. (1992). Mekanika tanah I. PT Gramedia Pustaka Utama. Retrieved from https://ugmpress.ugm.ac.id/id/product/teknik-sipil/mekanika-tanah-i-edisi-ke-tujuh

Setyo Budi, G. (2011). Pengujian tanah di laboratorium: Penjelasan dan panduan. Retrieved from https://lib.ummetro.ac.id/index.php?p=show_detail&id=6742

Badan Standarisasi Nasional (BSN). (2002). SNI 03-6797-2002: Tata cara klasifikasi tanah dan campuran untuk konstruksi jalan. Retrieved from https://binamarga.pu.go.id/index.php/nspk/detail/sni-03-6797-2002-tata-cara-klasifikasi-tanah-dan-campuran-tanah-agregat-untuk-konstruksi-jalan

Sri, A., Fuji, Y., Feranie, S., & Tohari, A. (2021). Karakterisasi sifat fisik tanah residual lereng rawan longsor di ruas jalan kereta api Sukatani-Ciganea. In Prosiding Seminar Nasional Fisika (Vol. 7, Issue 0). Retrieved from http://proceedings.upi.edu/index.php/sinafi/article/view/1864/1673

Surendro, B. (2015). Mekanika tanah. Yogyakarta: Andi. Retrieved from https://balaiyanpus.jogjaprov.go.id/opac/detail-opac?id=291185

Badan Standarisasi Nasional (BSN). (2012). SNI 1744:2012: Metode uji CBR laboratorium. Retrieved from https://binamarga.pu.go.id/uploads/files/585/sni-1744-2012-metode-uji-cbr-laboratorium.pdf

Badan Standarisasi Nasional (BSN). (2008). SNI 1964:2008: Cara uji berat jenis tanah. Retrieved from https://binamarga.pu.go.id/index.php/nspk/detail/sni-1964-2008-cara-uji-berat-jenis-tanah

Badan Standarisasi Nasional (BSN). (2008). SNI 1966:2008: Cara uji penentuan batas plastis dan indeks plastisitas tanah. Retrieved from https://binamarga.pu.go.id/uploads/files/592/sni-1966-2008-cara-uji-penentuan-batas-plastis-dan-indeks-plastisitas-tanah.pdf

Badan Standarisasi Nasional (BSN). (2008). SNI 1967:2008: Cara uji penentuan batas cair tanah. Retrieved from https://binamarga.pu.go.id/uploads/files/593/sni-1967-2008-cara-uji-penentuan-batas-cair-tanah.pdf

Badan Standarisasi Nasional (BSN). (2012). SNI ASTM C 136-06 IDT: Metode uji untuk analisis saringan agregat halus dan agregat kasar. Retrieved from https://binamarga.pu.go.id/index.php/nspk/detail/sni-astm-c136-2012-metode-uji-untuk-analisis-saringan-agregat-halus-dan-agregat-kasar

Badan Standarisasi Nasional (BSN). (2008). SNI 1742:2008: Cara uji kepadatan ringan untuk tanah. Retrieved from https://binamarga.pu.go.id/index.php/nspk/detail/sni-1742-2008-cara-uji-kepadatan-ringan-untuk-tanah

Downloads

Published

2024-08-11

How to Cite

Lubis, M. Y. P. (2024). Impact of CBR Value of Soil in Soaked and Unsoaked Conditions Based on 2018 Division 3 Bill Specifications. International Journal of Natural Science Studies and Development (IJOSS), 1(1), 14–18. https://doi.org/10.55299/ijoss.v1i1.6

Issue

Vol. 1 No. 1 (2024): IJOSS

Section

Research Article

License

Copyright (c) 2024 Muhammad Yusuf Parlagutan Lubis, Nikolaos Gkrekas

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

1. Licensing Overview

All articles published in the International Journal of Natural Science Studies and Development (IJOSS) are distributed under the terms of a Creative Commons license. This ensures that authors retain copyright while allowing others to copy, distribute, and make use of the work under certain conditions.

2. Creative Commons License

IJOSS articles are published under the Creative Commons Attribution 4.0 International License (CC BY 4.0). Under this license, you are free to:

  • Share: Copy and redistribute the material in any medium or format.
  • Adapt: Remix, transform, and build upon the material for any purpose, even commercially.

3. Conditions of Use

When using the content published in IJOSS under the CC BY 4.0 license, the following conditions must be met:

  • Attribution: You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.

  • No Additional Restrictions: You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.

4. Author Rights

  • Copyright Retention: Authors retain the copyright to their work. However, by submitting their work to IJOSS, they grant the journal the right to publish and distribute their work under the CC BY 4.0 license.

  • Right to Reuse: Authors are free to reuse their work, including posting it on personal or institutional websites, or in any other repositories, provided they acknowledge its initial publication in IJOSS.

5. Third-Party Content

If the article contains third-party content (e.g., images, tables, figures) that is not covered by the CC BY 4.0 license, the author must obtain permission for its use and clearly identify this content as such in the article. Any third-party content will be subject to its original licensing terms and may not be used under the CC BY 4.0 license without appropriate permissions.

6. Compliance and Enforcement

  • License Compliance: Users of IJOSS content must comply with the terms of the CC BY 4.0 license. Any breach of these terms may result in legal action to protect the rights of the authors and the integrity of the journal.

  • License Enforcement: IJOSS reserves the right to take action against any misuse or misrepresentation of the licensed content that does not comply with the CC BY 4.0 license.

7. Changes to License Terms

IJOSS reserves the right to modify the license terms at any time. Any changes will be communicated clearly to the authors and readers. However, works already published will remain under the terms of the license in place at the time of their publication.

8. Contact Information

For any questions regarding the license terms, or if you need clarification on how to use the content under the CC BY 4.0 license, please contact the editorial board at [ijoss@ipi-limited.com].