Stabilization of Krobokan Clay Soil with California Bearing Ratio (CBR) for Highway Pavement
DOI:
10.29303/jppipa.v10i7.7983Published:
2024-07-25Issue:
Vol. 10 No. 7 (2024): JulyKeywords:
CBR, Kerobokan clay soil, Slaked lime, StabilizationResearch Articles
Downloads
How to Cite
Downloads
Metrics
Abstract
In this research, clay soil will be stabilized in the Kerobokan Badung area by mixing the soil with various levels of lime. The problem to be solved is how much the CBR value of soil mixed with lime will increase and what is the most economical lime content associated with the minimum CBR requirements for the base soil layer. The aim is to determine the increase in CBR value from a mixture of clay with lime and to determine the most economical lime content associated with the minimum CBR requirements for the base layer of highway pavement structures. The research results show that adding lime to clay soil can increase its bearing capacity. For the standard compaction method, the CBR of the base soil which was initially 3.32% increased to 12.14, 21.86, and 26.24% for lime addition of 2.50, 5.00, and 10.00% respectively. For the modified compaction method, the CBR of the base soil which was initially 5.74% increased to 13.42, 25.69, and 38.15% for lime addition of 2.50, 5.00, and 10.00% respectively. To produce a base soil CBR of 6%, the modified compaction method requires less lime content than the standard method. The lime content required is 0.22% for modified compaction and 0.79% for standard compaction.
References
Andriani, A., Yuliet, R., & Fernandez, F. L. (2012). Pengaruh Penggunaan Semen Sebagai Bahan Stabilisasi Pada Tanah Lempung Daerah Lambung Bukit Terhadap Nilai Cbr Tanah. Jurnal Rekayasa Sipil (JRS-Unand), 8(1), 29. https://doi.org/10.25077/jrs.8.1.29-44.2012
Asiyanto. (2008). Metode Konstruksi Proyek Jalan. Universitas Indonesia (UI Press).
Bell, F. G., & Coulthard, J. M. (1990). Stabilization of clay soils with lime (Vol. 7). Thomas Telford Limited. Retrieved from http://worldcat.org/issn/0263788X
Chairullah, B. (2011). Stabilisasi Tanah Lempung Lunak Untuk Material Tanah Dasar Sub Grade dan Sub Base Jalan Raya. Jurnal Teknik Sipil Universitas Syiah Kuala, 1(September), 61–70. Retrieved from https://jurnal.usk.ac.id/JTS/article/view/772
Hamid, H. A., & Alias, R. (2022). Engineering Properties Investigation of Soft Clay as Potential Subgrade Material. Civil Engineering and Architecture, 10(7), 3302–3315. https://doi.org/10.13189/cea.2022.100738
Hardiyatmo, H. C. (2007). Pemeliharaan Jalan Raya. Gadjah Mada University Press.
Hardiyatmo, H. C. (2010). Stabilisasi Tanah Untuk Perkerasan Jalan. Universitas Gadjah Mada.
Indriani, M. N., & Wirahaji, I. B. (2016). Analisis Penambahan Semen Portland Terhadap Nilai CBR tanah Dasar Ruas Jalan Simpang Kerobokan – Simpang Munggu Badung. In Seminar Nasional Teknik Tantangan Percepatan Pembangunan Infrastruktur Di Indonesia Berwawasan Lingkungan (Vol. 1, Issue 1, pp. 47–75). Retrieved from https://repo.unhi.ac.id/handle/123456789/1826
Kerbs, R. D., & Walker, R. D. (1971). Highway Material, McGraw-HillBook. USA: McGraw-Hill Book Company.
Khasawneh, M. A. (2005). Laboratory Characterization of Cohesive Subgrade Materials. University of Akron.
Munirwansyah, M., & Munirwan, R. P. (2017). Stabilization On Expansive Soil For Road-Subgrade For Geotechnic Disaster Approach. International Journal of Disaster Management, 1(1), 8–19. Retrieved from https://jurnal.usk.ac.id/IJDM/article/view/8022
Obianigwe, N., & Ngene, B. U. (2018). Soil Stabilization for Road Construction: Comparative Analysis of a Three-Prong Approach. IOP Conference Series: Materials Science and Engineering, 413(1). https://doi.org/10.1088/1757-899X/413/1/012023
Othman, S., & M. Abbas, J. (2021). Stabilization soft Clay Soil using Metakaolin based Geopolymer. Diyala Journal of Engineering Sciences, 14(3), 131–140. https://doi.org/10.24237/djes.2021.14311
Permadi, W., Pradipta, B. K., Hardiyati, S., & Pardoyo, B. (2016). Stabilisasi Tanah Lempung Ekspansif Godong- Purwodadi KM 50 Menggunakan Proses Elektrokinetik Dengan Stabilisator Acci Zuur dan Kapur. Jurnal Karya Teknik Sipil, 5(2), 138–147. Retrieved from https://ejournal3.undip.ac.id/index.php/jkts/article/view/12624
Prabowo H, G. (2008). Kajian CBR Lapangan Dan CBR Laboratorium Jl Pawiyatan Luhur Semarang (Studi Kasus Bahu Jalan Ruas Unika–Untag). Universitas Katolik Soegijapranata.
Prastiwi, H. A., Surjandari, N. S., & P, Y. M. (2016). Parameter Konsolidasi Tanah. Matriks Teknik Sipil, 4(3), 884–891. https://doi.org/10.20961/mateksi.v4i3.37097
Saber, S. A., & Iravanian, A. (2022). Using Waste Ceramic Dust in Stabilization of Clay Soils. International Journal of Sustainable Construction Engineering and Technology, 13(1), 68–79. https://doi.org/10.30880/ijscet.2022.13.01.007
Saidate, I., Berga, A. E., & Rikioui, T. (2022). Stabilization of Gypsum Clay Soil by Adding Lime. Civil Engineering Journal (Iran), 8(11), 2511–2520. https://doi.org/10.28991/CEJ-2022-08-11-010
Sarkar, R. K., Mahi, R. F., Akter, M. M., Al Hussain, H., & Sarkar, H. C. (2023). Study of the Performance of Waste Plastic in Clay Soil Stabilization. Malaysian Journal of Civil Engineering, 35(3), 25–28. https://doi.org/10.11113/mjce.v35.20549
Sompie, F. A. E., Manoppo, F. J., & Sompie, O. B. A. (2019). Stabilisasi Tanah Ekspansif Dengan Campuran Abu Batu Bara Dan Abu Terbang Batu Karang Dengan Aplikasi Timbunan Tipe Urugan Tanah. Jurnal Ilmiah Media Engineering, 8(2), 1092–1107. Retrieved from https://ejournal.unsrat.ac.id/index.php/jime/article/viewFile/26441/26060
Sukirman, S. (1992). Perkerasan Lentur Jalan Raya. Penerbit Nova.
Tjandra, D., & Budi, G. S. (2009). Pengaruh Elektrokinetik Terhadap Peningkatan Daya Dukung Tanah Lempung Lunak. Retrieved from http://repository.petra.ac.id/15056/http://repository.petra.ac.id/15056/1/Full_Paper-PIT_XIII_HATTI_2009.pdf
Umar, I. H., Lin, H., & Ibrahim, A. S. (2023). Laboratory Testing and Analysis of Clay Soil Stabilization Using Waste Marble Powder. Applied Sciences (Switzerland), 13(16). https://doi.org/10.3390/app13169274
Wiraga, I. W. (2009). Analisis Penyebab Kerusakan Jalan Munggu-Kerobokan. Universitas Udayana.
Yoder, E. J., & Witczak, M. W. (1991). Principles of Pavement Design. John Wiley & Sons.
Zain, N. H. M., Salim, N. A. M., Bahri, I. S. S., & Yusof, Z. M. (2022). Experimental Study Using Recycled Waste Tyre as Sustainable Clay Soil Stabilisation. International Journal of Integrated Engineering, 14(5), 122–129. https://doi.org/10.30880/ijie.2022.14.05.014
Author Biographies
Ni Ketut Sri Astati Sukawati, Mahasaraswati University
I Made Juniastra, Mahasaraswati University
I Made Sastra Wibawa, Mahasaraswati University
I Gede Ngurah Sunatha, Mahasaraswati University
I Made Nada, Mahasaraswati University
License
Copyright (c) 2024 Ni Ketut Sri Astati Sukawati, I Made Juniastra, I Made Sastra Wibawa, I Gede Ngurah Sunatha, I Made Nada
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with Jurnal Penelitian Pendidikan IPA, agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution 4.0 International License (CC-BY License). This license allows authors to use all articles, data sets, graphics, and appendices in data mining applications, search engines, web sites, blogs, and other platforms by providing an appropriate reference. The journal allows the author(s) to hold the copyright without restrictions and will retain publishing rights without restrictions.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in Jurnal Penelitian Pendidikan IPA.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
