Experimental Study of Addition of Plastic Waste (PET) to the Shear Strength of Clay Soil

Authors

  • Irfan Ardiansah Universitas Lancang Kuning
  • Zainuri Zainuri Universitas Lancang Kuning
  • Muthia Anggraini Universitas Lancang Kuning

DOI:

https://doi.org/10.30736/cvl.v7i2.891

Keywords:

Value of Shear Strength, Plastic Waste, Soil Stabilization, Clay

Abstract

Soil is a very important element in the success of a development project and is part of the foundation used. Therefore, stable soil is needed to obtain the required soil bearing capacity. Such as clay has the characteristics of low bearing capacity and large shrinkage. This study aims to determine the increase in the value of the shear strength of clay with the stabilization of PET plastic waste. The purpose of this study is to see the value of the shear strength of clay with variations in the amount of plastic waste 0%, 3.5%, 4%, and 4.5%.  Method used is SNI 3420:2016 for the shear strength test. As a result, the addition of shredded plastic waste can increase the value of the shear strength of the soil.The value of shear strength increased at the percentage of plastic addition of 3.5% of 0.5663 kg/cm2 in the original soil test, the value of shear strength was 0.5271 kg/cm2, an increase of 7.43%. The conclusion is that there is an increase in the value of the shear strength of the soil stabilized by plastic waste at a variation of 3.5% of plastic waste, an increase of 7.43%.

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References

M. R. Abdurrozak and D. N. Mufti, “Stabilisasi Tanah Lempung Dengan Bahan Tambah Abu Sekam Padi Dan Kapur Pada Subgrade Perkerasan Jalan,†Teknisia, vol. XXII, no. 2, pp. 416–424, 2017.

M. Anggraini and A. Saleh, “Kuat Geser Tanah Lempung Dengan Abu Tandan Sawit dan Semen,†J. SAINSTEK, vol. 10, no. 1, pp. 24–31, 2022.

T. F. Pradana, E. I. Imananto, and E. Ardian, “Pengaruh Penambahan Serat Fiberglass Sebagai Bahan Campuran Untuk Memperkuat Timbunan Tanah Lempung,†J. Sondir, vol. 2, no. 2, pp. 1–14, 2018.

A. Apriyani, M. M. Putri, and S. Y. Wibowo, “Pemanfaatan sampah plastik menjadi ecobrick,†Masy. Berdaya dan Inov., vol. 1, no. 1, pp. 48–50, 2020.

W. Fathonah, D. E. Intari, E. Mina, and M. Sulaiman, “Pemanfaatan Limbah Plastik PET (Polyethylene Terephthalate) Sebagai Bahan Stabilisasi Tanah Lempung Ekspansif,†J. Fondasi, vol. 7, no. 2, pp. 31–40, 2018, doi: 10.36055/jft.v7i2.4073.

F. Nursandah, F. Nimas, Y. Puteri, A. I. Candra, and Y. C. Setianto, “The Effect of Addition of Stone Ash to Shear Strength of Clay Soil in Suruh Trenggalek,†J. Civilla J. Tek. Sipil Univ. Lamongan, vol. 6, no. 1, pp. 1–14, 2021.

A. Muthia and S. Alfian, “Compressive Strength Value Of Clay Soil Stabilization With Palm Oil Fuel and Cement,†in IOP Conference Series: Earth and Environmental Science, 2021, vol. 737, no. 1, pp. 1–6, doi: 10.1088/1755-1315/737/1/012038.

Indrayani, A. Herius, P. N. Zeri, and N. Fernando, “Analisis Kuat Geser Tanah Lempung Menggunakan Kapur dan Petrasoil,†J. Teknol. Terpadu, vol. 53, no. 9, pp. 1689–1699, 2019.

M. Endaryanta and D. E. Wibowo, “The Efforts to Improve Shear Strength of Clay Soil Using Plastic Waste,†in ICTVY, 2017, vol. 102, no. Ictvt, pp. 28–34.

J. Sarifah and B. Pasaribu, “Pengaruh Penggunaan Abu Cangkang Kelapa Sawit Guna Meningkatkan Stabilitas Tanah Lempung,†Bul. Utama Tek., vol. 13, no. 1, pp. 55–61, 2017.

N. A. S and R. Respati, “Stabilisasi Tanah Gambut Palangkaraya Dengan Bahan Campuran Tanah Non Organik dan Kapur,†J. Media Ilm. Tek. Sipil, vol. 6, no. 1, pp. 124–131, 2018.

M. Anggraini and A. Saleh, “Penambahan Abu Tandan Kelapa Sawit dan Semen Terhadap Nilai CBR (California Bearing Ratio) Pada Tanah Lempung,†Siklus, vol. 6, no. 1, pp. 49–55, 2020.

R. I. Kusuma, E. Mina, and B. R. O M, “Stabilisasi Tanah Lempung dengan Menggunakan Abu Sawit terhadap Nilai Kuat Tekan Bebas (Studi Kasus Jalan Desa Cibeulah, Pandeglang),†Fondasi, vol. 4, no. 2, pp. 69–80, 2015.

I. R. K, E. Mina, and A. P. Hutomo, “Stabilisasi Tanah Menggunakan Fly Ash Terhadap Nilai Kuat Tekan Bebas Berdasarkan Variasi Kadar Air Optimum (Studi Kasus Jalan Raya Bojonegara, Kab. Serang),†Fondasi, vol. 6, no. 1, pp. 1–10, 2017.

S. Peddaiah, A. Burman, and S. Sreedeep, “Experimental Study on Effect of Waste Plastic Bottle Strips in Soil Improvement,†Geotech. Geol. Eng., vol. 36, no. 5, pp. 2907–2920, 2018.

Endaryanta and D. E. Wibowo, “Pemanfaatan dan Modifikasi Limbah Plastik untuk Perbaikan Sifat Teknik (Kuat-Geser) Tanah Lempung,†Inf. dan Ekspose Has. Ris. Tek. SIpil dan Arsit., vol. 12, no. 2, pp. 103–113, 2016.

G. Wibisono, S. A. Nugroho, and K. Umam, “The Influence Sands Gradation And Clay Content Of Direct Sheart Test On Clayey Sand,†IOP Conf. Ser. Mater. Sci. Eng., vol. 316, no. 1, 2018, doi: 10.1088/1757-899X/316/1/012038.

L. A. Widari, S. J. Akbar, Hamzani, and A. P. Bulang, “Pengaruh Penggunaan Semen Sebagai Bahan Stabilisasi Tanah Lunak Desa Matang Panyang Terhadap Kuat Geser,†Teras J., vol. 6, no. 1, pp. 57–65, 2016.

H. C. Hardiyatmo, Mekanika Tanah 1, Edisi-5. Yogyakarta: Gadjah Mada Unibersity Press, 2010.

BSN, “Cara Uji Penentuan Kadar Air untuk Tanah dan Batuan di Laboratorium,†in Sni 1965:2008, 2008, pp. 1–16.

SNI 3423:2008, “Cara Uji Analisis Ukuran Butir Tanah,†in Sni 3423:2000808, 2008, pp. 1–27.

BSN, “Cara Uji Berat Jenis Tanah,†in Sni 1964:2008, 2008, pp. 1–14.

BSN, “Cara Uji Kepadatan Ringan untuk Tanah,†in Sni 1742:2008, 2008, pp. 1–20.

Badan Standardisasi Nasional, “Metode Uji Kuat Geser Langsung Tanah Tidak Terkonsolidasi dan Tidak Terdrainase,†in SNI 3420:2016, 2016, pp. 1–19.

Endaryanta and D. E. Wibowo, “Upaya Meningkatkan Kuat Geser Tanah Lempung Dengan Memanfaatkan Limbah Plastik,†Inersia, vol. XI No.1, pp. 1–12, 2016.

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Published

2022-09-15

How to Cite

Ardiansah, I., Zainuri, Z., & Anggraini, M. (2022). Experimental Study of Addition of Plastic Waste (PET) to the Shear Strength of Clay Soil. Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan, 7(2), 161–170. https://doi.org/10.30736/cvl.v7i2.891

Issue

Vol. 7 No. 2 (2022): September

Section

Jurnal CIVILA

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