Meningkatkan Stabilitas Tanah dengan Penggunaan Bahan Additif Tx – 300 Pada Jalan Raya Wates – Kediri

Authors

  • Wahyu Agung Nugroho Faculty of Engineering, Kadiri University
  • Sigit Winarto Faculty of Engineering, Kadiri University
  • Agata Iwan Candra Faculty of Engineering, Kadiri University
  • Fajar Romadhon Faculty of Engineering, Kadiri University

DOI:

https://doi.org/10.30737/jurmateks.v4i1.1745

Keywords:

Index Plastic, Proctor, Soil, TX – 300

Abstract

In ensuring the quality of infrastructure, the role of land as support for buildings is very crucial. Road transportation infrastructure located in Sumberagung Village, Wates Subdistrict, Kediri Regency, has often experienced estimated damage due to unsuitable soil surface layer specifications. On this occasion, the authors conducted a research study on soil characteristics at the location. They carried out experiments to repair damage to the soil surface layer using a combination of additive TX - 300 media in the amount of 5%, 10%, and 15%. The method used was to test soil particles at the location and perform Index Plastic and Proctor tests to measure soil improvement efforts using TX-300 additives. The study results stated that the soil in the area had the criteria of GP (poorly graded gravel) and SP (poorly graded sand). On the USCS theory and the Montmorillonite category in the ASTM classification. The soil plastic index value was 19.37%. The dry volume weight (ɣd) of the Proctor after being converted to the importance of the contents was 3.61 gr/cm3. The Plastic Index value increased to 34.44% after the additive TX-300 combinations.  In the 10% combination, the test value (ɣd) of Proctor increased to 4.59 gr/cm3.

References

A. I. Candra, “Studi Kasus Stabilitas Struktur Tanah Lempung Pada Jalan Totok Kerot Kediri Menggunakan Limbah Kertas,†UKaRsT, vol. 2, no. 2, p. 11, 2018, doi: 10.30737/ukarst.v2i2.255.

H. Santoso, Y. Cahyo, and A. Ridwan, “Penelitian Stabilitas Struktur Tanah Lempung Bersifat Monmorillonite Menggunakan Limbah Ampas Kopi,†J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 1, p. 108, 2020, doi: 10.30737/jurmateks.v3i1.896.

S. Son, T. Maeda, S. Ueda, F. Kanamaru, and M. Koizumi, “Synthesis of Cu(II)-TCNQ complex on the interlamella surfaces of montmorillonite,†J. Inorg. Nucl. Chem., vol. 42, no. 3, pp. 367–370, 1980, doi: 10.1016/0022-1902(80)80008-X.

H. Widhiarto, A. H. Andriawan, and A. Matulessy, “Stabilisasi Tanah Lempung Ekspansif Dengan Menggunakan Campuran Abu-Sekam Dan Kapur,†J. Pengabdi. LPPM UNTAG surabaya, vol. 01, no. 02, pp. 135–140, 2015.

H. Hermawan, A. I. Candra, and Y. C. S. Poernomo, “Pengaruh Kombinasi Renolith Terhadap Stabilitas Tanah Pada Jalan Demuk Pucanglaban Tulungagung,†J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 2, p. 317, 2020, doi: 10.30737/jurmateks.v3i2.1151.

F. N. W, E. A. S, Y. Zaika, A. Munawir, and A. Rachmansyah, “Perbaikan Tanah Ekspansif Dengan Penambahan Serbuk Gypsum dan Abu Sekam Padi untuk Mengurangi Kerusakan Struktur Perkerasan,†Rekayasa Sipil, vol. 9, no. 3, pp. 251–256, 2016.

T. Sukwika, “Peran Pembangunan Infrastruktur terhadap Ketimpangan Ekonomi Antarwilayah di Indonesia,†J. Wil. dan Lingkung., vol. 6, no. 2, p. 115, 2018, doi: 10.14710/jwl.6.2.115-130.

A. P. Bintang, “Studi Pengaruh Penambahan Bahan Additive TX-300 Terhadap Kuat Tekan Batu Bata Pasca Pembakaran,†J. Rekayasa Sipil dan Desain, vol. 3, no. 3, pp. 381–390, 2016.

K. FAEZEHOSSADAT and B. JEFF, “Expansive Soil: Causes and Treatments,†Khademi Faezehossadat Jeff Budiman, vol. 6, no. 3, p. 1, 2016, doi: 10.26634/jce.6.3.8083.

Das Braja M, Mekanika Tanah (Prinsip-Prinsip Rekayasa Geoteknis) Jilid 1. Erlangga, 1988.

Himamul, B. Setiawan, and N. Djarwanti, “Penambahan Limbah Plastik Pada Tanah Ekspansif,†Matriks Tek. Sipil, vol. 5, no. 4, 2017.

J. A. Coblinski, É. Giasson, J. A. M. Demattê, A. C. Dotto, J. J. F. Costa, and R. Vašát, “Prediction of soil texture classes through different wavelength regions of reflectance spectroscopy at various soil depths,†Catena, vol. 189, 2020, doi: 10.1016/j.catena.2020.104485.

A. Kumar and P. Lingfa, “Sodium bentonite and kaolin clays: Comparative study on their FT-IR, XRF, and XRD,†Mater. Today Proc., vol. 22, no. xxxx, pp. 737–742, 2020, doi: 10.1016/j.matpr.2019.10.037.

O. O. Ojuri, A. A. Adavi, and O. E. Oluwatuyi, “Geotechnical and environmental evaluation of lime–cement stabilized soil–mine tailing mixtures for highway construction,†Transp. Geotech., vol. 10, pp. 1–12, 2017, doi: 10.1016/j.trgeo.2016.10.001.

S. Ogbeche, “Overview of Engineering Problems of Soil Compaction and Their Effects on Growth and Yields of Crops Overview of Engineering Problems of Soil Compaction and Their Effects on Growth and Yields of Crops,†Eur. J. Adv. Enineering Technol., vol. 5, no. 9, pp. 701–709, 2018.

A. I. Candra, Y. Cahyo, and Z. B. Mahardana, “The Effect of Addition of Limestone Powder and Fly – Ash on Land Classification,†Spirit Soc. J., vol. 3, no. 1, pp. 50–57, 2019, doi: 10.29138/scj.v3i1.1013.

E. Gardjito, A. I. Candra, and Y. Cahyo, “Pengaruh Penambahan Batu Karang Sebagai Substitusi Agregat Halus Dalampembuatan Paving Block,†UKaRsT, vol. 2, no. 1, p. 36, 2018, doi: 10.30737/ukarst.v2i1.374.

E. I. Olalekan et al., “study examines role of indigenous knowledge system in land management,†Ecol. Econ., vol. 1, no. 1, pp. 1–7, 2012, doi: 10.1017/CBO9781107415324.004.

Y. Zhang, Q. Zhen, Y. Cui, P. Zhang, and X. Zhang, “Use of montmorillonite-enriched siltstone for improving water condition and plant growth in sandy soil,†Ecol. Eng., vol. 145, no. 26, p. 105740, 2020, doi: 10.1016/j.ecoleng.2020.105740.

M. S. Wahyu Setyaningsih, “Pemetaan daerah rawan bencana gerakan tanah di wilayah grabag kabupaten magelang propinsi jawa tengah,†Geogr. Inf. Syst., vol. 8, no. 1, pp. 1–8, 2010.

A. I. Candra, E. Gardjito, Y. Cahyo, and G. A. Prasetyo, “Pemanfaatan Limbah Puntung Rokok Filter Sebagai Bahan Campuran Beton Ringan Berpori,†UKaRsT, vol. 3, no. 1, p. 82, 2019, doi: 10.30737/ukarst.v3i1.365.

A. Prabowo and M. Fauziah, “Pengaruh Stabilisasi Tanah Menggunakan Kapur Dan Matos Terhadap Kuat Geser Dan Konsolidasi Tanah Gambut,†2018.

M. R. Abdurrozak et al., “Stabilisasi Tanah Lempung Dengan Bahan Tambah Abu Sekam,†Teknisia, vol. 22, no. 2, pp. 416–424, 2017.

G. Maulana and I. N. Hamdan, “Stabilisasi Tanah Lempung Ekspansif Menggunakan Campuran Renolith dan Kapur,†Reka Racana J. Online Inst. Teknol. Nas., vol. 2, no. 4, pp. 11–21, 2016.

F. yan Meng, R. peng Chen, and X. Kang, “Effects of tunneling-induced soil disturbance on the post-construction settlement in structured soft soils,†Tunn. Undergr. Sp. Technol., vol. 80, no. September 2017, pp. 53–63, 2018, doi: 10.1016/j.tust.2018.06.007.

M. L. Chen, G. J. Wu, B. R. Gan, W. H. Jiang, and J. W. Zhou, “Physical and compaction properties of granular materials with artificial grading behind the particle size distributions,†Adv. Mater. Sci. Eng., 2018, doi: 10.1155/2018/8093571.

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Published

2021-07-09

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