Analisa Kepadatan Tanah Menggunakan Sand Cone pada Peningkatan Struktur Tanggul Pantai di Kota Pekalongan
DOI:
https://doi.org/10.32832/komposit.v8i1.14637Keywords:
embankment, soil density, sandcone testAbstract
Coastal embankments are structures built along the coastline with the aim of protecting coastal areas from longshore transport. Soil compaction testing aims to determine the maximum density of a type of soil by means of impact. Increasing soil density can be done by various methods, one of which is the Sand Cone method. Sand Cone method is very important in determining the type of soil used in construction and as a guide in calculating the strength and stress required in the coastal embankment structure. The research method in this paper is quantitative. The direct shear strength test obtained normal stress results with samples 1, 2 and 3 sequentially of 24.4 kPa, 48.8 kPa, and 73.2 kPa. Shear stress results with samples 1, 2 and 3 were 24.5 kPa, 41.2 kPa, and 55.9 kPa respectively. With soil samples 1, 2 and 3 loaded with 8kg, 16kg, and 24kg respectively. It can be concluded that the soil is categorised as sandy gravel type soil and is solid. Atterberg Limit testing obtained a liquid limit value of 52.90%, Plastic Limit 32.69%. and Plasticity Index of 20.21% can be concluded to be a type of clay. Soil compaction test results obtained moisture content of 36.21%, wet volume weight of 1.63 gr / cm3, specific gravity of 2.553, optimum moisture content of 35.80%, and maximum dry weight content of 1.26 gr / cm3.
References
Agustina, D. H. (2019). Pengaruh Energi Pemadatan Terhadap Nilai Kepadatan Tanah. Sigma Teknika, 2(2), 202. https://doi.org/10.33373/sigma.v2i2.2067
Akbar, S. J., Burhanuddin, B., & Jufriadi, J. (2021). Hubungan Nilai CBR dan Sand Cone Lapisan Pondasi Bawah pada Perkerasan Lentur Jalan. Teras Jurnal, 5(1), 21–31. https://doi.org/10.29103/tj.v5i1.4
Aripin, D. D., Asniar, N., & Hendardi, A. R. (2022). Studi Analisis Stabilitas Lereng (Studi Kasus Lereng Bukit Cikirai Cikoneng Ciamis). Jurnal Ilmiah Teknik Sipil, 2(2), 108–124. https://doi.org/https://doi.org/10.36423/jitsi.v2i2.994
Asfaw, D., & Workineh, G. (2019). Quantitative analysis of morphometry on Ribb and Gumara watersheds: Implications for soil and water conservation. International Soil and Water Conservation Research, 7(2), 150–157. https://doi.org/10.1016/j.iswcr.2019.02.00
Cao, Q., Abufares, L., & Al-Qadi, I. (2022). Development of a Simulation-Based Approach for Cold In-Place Recycled Pavement Moisture-Content Prediction Using Ground-Penetrating Radar. Transportation Research Record, 2676(10), 682–694. https://doi.org/10.1177/03611981221090933
Chayati, N., & Taqwa, F. M. L. (2021, November). Study of Physical and Mechanical Soil Parameters as In-Situ Embankment Materials on Double Track Rail Road Construction Project Between Batu Tulis–Ciomas Station, Bogor. In Seminar Nasional Ketekniksipilan, Infrastruktur dan Industri Jasa Konstruksi (KIIJK) (Vol. 1, No. 1, pp. 73-77). https://prosiding.uika-bogor.ac.id/index.php/kiijk/article/view/345
Fahrizal, Y., Saputro, Y. A., & Rochmanto, D. (2022). Analisis Kepadatan Tanah pada Akses Jalan Conveyor PLTU TJB UNIT 3,4 dengan Menggunakan Standar AASHTO T 191. Jurnal Civil Engineering Study, 02, 1–6.
Francois, A., Offenbacker, D., & Mehta, Y. (2021). Evaluating the cost effectiveness of using various types of stabilized base layers in flexible pavements. In Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, Volume 1 (Vol. 1). Routledge. https://doi.org/10.1201/9781003222880-15
Ikbal, F. M., & Zhafirah, A. (1992). Evaluasi Kepadatan Tanah Timbunan dengan Sand Cone Test. Jurnal Konstruksi, 1, 228–233. https://doi.org/https://doi.org/10.33364/konstruksi/v.20-2.1136
Ikhsan, A. M., & Musda, G. H. (2023). Model Tata Bangunan dan Lingkungan Binaan yang Bermitigasi Bencana di Pulau Kodingareng Lompo. Lakar: Jurnal Arsitektur, 6(1), 37-56. http://dx.doi.org/10.30998/lja.v6i1.16484
Mulyono, T., & Ladesi, V. K. (2021). Pemeliharaan dan Perawatan Bangunan Pantai di Muaragembong sebagai Upaya Menjaga Lingkungan Berkelanjutan. Jurnal Pengabdian Masyarakat Fakultas Teknik: Jurnal Abditek, 1(01), 44-59.
Permatasari, S. (2018). Analisis Kepadatan Lapangan Menggunakan Metode Konus Pasir (Sand Cone) pada Desa Sebelimbingan Kabupaten Kotabaru. Tapak (Teknologi Aplikasi Konstruksi): Jurnal Program Studi Teknik Sipil, 8(1), 20–25.
Singh, S., Kumar, A., & Sitharam, T. G. (2023). Stability investigation of embankments of a tailings pond for its dry closure: an Indian case study. Sadhana - Academy Proceedings in Engineering Sciences, 48(2). https://doi.org/10.1007/s12046-023-02157-5
Siregar, R. D., Sarifah, J., & Tanjung, D. (2021). Analisa Kepadatan Tanah Menggunakan Metode Sand Cone pada Pembangunan Relokasi Jalan Bendungan Lau Simeme Paket II Kab. Deli Serdang Sumatera Utara. Buletin Utama Teknik, 16(2), 157–162.
Sudrajat, A. S. E. (2021). Analisis Kesesuaian Lahan Kabupaten Pekalongan Berdasarkan Sistem Informasi Geografis. Indonesian Journal of Spatial Planning, 1(2), 37. https://doi.org/10.26623/ijsp.v1i2.3096
Taqwa, F. M. L., Chayati, N., Alimuddin, A., & Salman, N. (2019). Pemeriksaan Hasil Pelaksanaaan Pemadatan Timbunan Tanah di Lokasi Pembangunan Jalan Akses Gardu Induk PLN Kasus Pembangunan Gardu Induk PLN Pd. Indah II Kec. Ciputat Timur, Kota Tangerang Selatan. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 3(2), 15–19. https://doi.org/10.32832/komposit.v3i2.3280
Taqwa, F. M. L., Hutabarat, L. E., Ilyas, T., & Prakoso, W. A. (2019). Estimation of Settlement Induced Land Subsidence of Marine Clay on Kamal Muara Area, Northern Jakarta, Based on the Change of Pore Water Pressure. Journal of Physics: Conference Series, 1376 (1), p. 012007. IOP Publishing. DOI: 10.1088/1742-6596/1376/1/012007
Villavicencio, G., Bacconnet, C., Valenzuela, P., Palma, J., Carpanetti, A., Suazo, G., Silva, M., & García, J. (2022). The Use of Lightweight Penetrometer PANDA for the Compaction Control of Classified Sand Tailings Dams. Minerals, 12(11), 1–29. https://doi.org/10.3390/min12111467
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
Authors who publish with this journal agree to the following terms (Penulis yang mengajukan publikasi artikel telah menyetujui hal berikut):
- Through this publication, the author agree to submit the copyright of article writing to Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. This copyright submission takes the form of, but is not limited to: reproduction of the article and parts therein, including photographic reproductions; distribution of articles through printed and electronic documents; and translation of articles(Bahwa melalui publikasi ini, hak cipta penulisan artikel diserahkan kepada Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. Penyerahan hak cipta ini berupa, namun tidak terbatas pada: perbanyakan artikel dan bagian di dalamnya, termasuk reproduksi fotografi; penyebarluasan artikel melalui dokumen cetak dan elektronik; serta penterjemahan artikel).
- The authors agree to the terms of the Copyright Notice, according to Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License., which will apply to this article if and when it is published by Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. (Para penulis setuju dengan ketentuan Pemberitahuan Hak Cipta, sesuai dengan Lisensi Internasional Creative Commons Attribution-NonCommercial-ShareAlike 4.0., yang akan berlaku untuk artikel ini jika dan ketika diterbitkan oleh Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil).
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
.png)
