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Dampak Penggunaan Abu Marmer terhadap Kuat Geser Tanah Lempung

Impact of Marble Ash on the Shear Strength of Clay Soil

*Aazokhi Waruwu orcid scopus  -  Program Studi Teknik Sipil, Universitas Pelita Harapan, Indonesia
Calvien Setiawan  -  Program Studi Teknik Sipil, Fakultas Sains dan Teknologi, Universitas Pelita Harapan, Indonesia
Clarissa Tantono  -  Program Studi Teknik Sipil, Fakultas Sains dan Teknologi, Universitas Pelita Harapan, Indonesia
Mario Endrico Boediono  -  Program Studi Teknik Sipil, Fakultas Sains dan Teknologi, Universitas Pelita Harapan, Indonesia
Open Access Copyright (c) 2024 TEKNIK

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Abstract

Soil is an important part of the building structure because it has a function as a support for the building. Therefore, soil stability must be considered so that building construction is safe and durable. There are types of clay soils that have high plasticity values and low shear strength. Soils like this require stabilization with the addition of additives such as marble ash. The purpose of this study was to determine whether the addition of marble ash content has an optimal impact on improving the plasticity, density, and shear strength properties. The added material used was marble ash with a content of 3%, 6%, 9%, and 12% by weight of dry soil. The specimens were differentiated based on their curing age before being tested by triaxial. Based on the research results, it was found that the use of marble ash had the maximum impact on improving the plasticity properties and maximum density at an addition of 6%. This was followed by a significant increase in shear strength at the same addition. A good curing age for increasing the angle of internal friction in the soil was obtained at 14 days.

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Keywords: soil stabilization; marble ash; shear strength; angle of internal friction
Funding: Universitas Pelita Harapan

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  1. Darmawandi, A., Waruwu, A., Halawa, T., Harianto, D., & Muammar. (2020). Karakterisitik Tanah Lunak Sumatera Utara Berdasarkan Pengujian Kuat Tekan Bebas. Semnastek UISU, 1, 16–20
  2. Gustin, K. E., & Ridwan, M. (2017). Pengaruh Penambahan Limbah Bata Ringan pada Tanah Lempung Ekspansif di Daerah Wiyung Surabaya Terhadap Nilai California Bearing Ratio (CBR). Rekayasa Teknik Sipil, 3(3), 224–230
  3. Hardiyatmo, H. C. (2002). Mekanika Tanah I. Gajah Mada University Press
  4. Hardiyatmo, H. C. (2020). Perbaikan Tanah. UGM Press
  5. Indriyanti, I., & Kasmawati, K. (2018). Uji Eksperimental Stabilisasi Tanah Lempung dengan Ampas Batu Gamping Industri Marmer. Jurnal Teknik Hidro, 11(2), 14–25
  6. Lankaran, Z. E., Nik Daud, N. N., Rostami, V., & Yusoff, Z. M. (2022). Consolidated Drained Triaxial Test on Treated Coastal Soil and Finite Element Analysis Using PLAXIS 2D. Advances in Materials Science and Engineering, 2022(7263333), 15 pages
  7. Lay, R. R. (2019). Stabilisasi Tanah Lempung Desa Niukbaun Menggunakan Campuran Tanah Kapur Dan Semen. Jurnal Teknik Sipil, 8(2), 179–192
  8. Muhyi, A. Al, Roesyanto, R., & Hasibuan, G. C. R. (2022). Pengaruh Penambahan Bubuk Gypsum Terhadap Kuat Geser Tanah Berdasarkan Pengujian Triaksial Serta Pemodelan dengan Metode Elemen Hingga. Jurnal Syntax Admiration, 3(9), 1102–1114
  9. Naibaho, A. G., & Waruwu, A. (2021). Kajian Kapasitas Kelompok Tiang pada Tanah Lunak Menggunakan Skala Kecil Laboratorium. Media Komunikasi Teknik Sipil, 27(2), 179–186
  10. Nasarani, H. W., Rifa’i, A., & Hardyatmo, H. C. (2019). Pengaruh Penambahan Abu Vulkanik pada Tanah Lunak terhadap Modulus Geser Maksimum Berdasarkan Pengujian Triaksial U-U. Jurnal Tekno Global, 8(1), 15–21
  11. Ningrum, P., & Nawir, H. (2019). Perilaku lintasan tegangan hasil uji triaksial pada tanah lempung karawang. Jurnal Rab Construction Research, 4(1), 78–90
  12. Pardoyo, B., Wirawan, B. A., & Huda, K. (2021). Analysis of the Residual Red Soil Shear Test with the Slurry Method in the Regency of Semarang. Jurnal Teknik, 42(1), 97–105
  13. Pasmar, D., Fattah, A., P, A. P., & Abadi, F. A. (2022). Stabilisasi Tanah Lempung dengan Limbah Marmer Sebagai Material Tanah Dasar (Subgrade). 7(1), 13–17
  14. Polii, S. N., Sompie, O. B. A., & Manaroinsong, L. D. K. (2018). Pengaruh Penambahan Abu Batu Bara Terhadap Kuat Geser Tanah Lempung. Tekno, 16(69), 11–15
  15. Setyono, E., Sunarto, & Gumilang, A. M. (2018). Pengaruh Penggunaan Bahan Serbuk Marmer Pada Stabilisasi Tanah Lempung Ekspansif. Media Teknik Sipil, 16(2), 99–107
  16. Seyrek, E. (2018). Engineering Behavior of Clay Soils Stabilized with Class C and Class F Fly Ashes. IEEE Journal of Selected Topics in Quantum Electronics, 25(2), 273–287
  17. Susilo, A. J., Sentosa, G. S., Sumarli, I., & Prihatiningsih, A. (2018). Karakteristik Parameter Kekuatan Tanah yang Dipadatkan dengan Uji Triaksial Metode UU. Jurnal Muara Sains, Teknologi, Kedokteran, Dan Ilmu Kesehatan, 2(2), 572–579
  18. Vigneshwar, S. K., Gobinath, S., Thirumalai, R., Babu, S. S., & Vigneswaran, G. (2017). Triaxial Behaviour of Stabilized Soil by Quarry Dust. International Journal of Innovative Research in Science, Engineering and Technology, 6(1), 273–287
  19. Wardani, S. P. R., Muhrozi, M., Setiaji, A. R. A., & Riwu, D. R. (2018). Stabilisasi Tanah Ekspansive dengan Menggunakan Tanah Putih untuk Tanah Dasar di Daerah Godong Kabupaten Grobogan Jawa Tengah. Media Komunikasi Teknik Sipil, 24(1), 1–8
  20. Waruwu, A., & Waruwu, E. M. (2021). Kajian Interaksi Tanah-Bambu Ditinjau Dari Parameter Kuat Geser. Jurnal Ilmiah Desain & Konstruksi, 20(2), 150–160
  21. Yilmaz, F., & Demir, E. (2021). Strength and Durability Performance of Clayey Soil Stabilized with Lime and Marble Powder. Journal of Science & Technology, 9(2), 511–520
  22. Zorluer, I., & Gucek, S. (2014). The Effects of Marble Dust and Fly Ash on Clay Soil. Science and Engineering of Composite Materials, 21(1), 59–67
  23. Zumrawi, M. M. E., & Abdalla, E. A. E. (2018). Stabilization of Expansive Soil Using Marble Waste Powder. Second Conference of Civil Engineering in Sudan, 2(December), 266–271

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