The Effect of Addition of Stone Ash to Shear Strength of Clay Soil in Suruh Trenggalek
DOI:
https://doi.org/10.30736/cvl.v6i1.545Keywords:
Clay Soil, Rock Ash, Strong Shear, Stability.Abstract
The land is one of the places where a building is built, so the structure depends on the ground’s strength. Clay soil is a type of has a low bearing capacity. Therefore it is necessary to conduct research that can increase soil bearing capacity. Rock ash is an artificial aggregate obtained from the by-products of a stone crusher or cement-factory. This study’s purpose is, namely, alarm and shear control of clay with the addition of rock ash. The clay soil used comes from the Trenggalek area. The percentage of adding agate is 0%, 10%, 20%, and 30% of the weight of the clay. The results showed that obtained were at a percentage of 30% with Liquid Limit value of 39.00%, Plastic Limit 29.00% and Plastic Index of 10.00%. In the Direct Strong Test, clay soil with the addition of 30% of the rock tested the maximum increase in shear stress of 0.486 with a shear angle of 40 ° and a decrease in the cohesion of 0.100 kg/cm². This shows that clay soil, which can be categorized as montmorillonite soil with the addition of rock ash, can increase the stability of the clay soil.Downloads
References
N. W. Soon, L. M. Lee, T. C. Khun, and H. S. Ling, “Factors Affecting Improvement in Engineering Properties of Residual Soil through Microbial-Induced Calcite Precipitation,†J. Geotech. Geoenvironmental Eng., vol. 140, no. 5, p. 04014006, 2014, doi: 10.1061/(asce)gt.1943-5606.0001089.
N. Yahaya, K. S. Lim, N. M. Noor, S. R. Othman, and A. Abdullah, “Effects of clay and moisture content on soil-corrosion dynamic,†Malaysian J. Civ. Eng., vol. 23, no. 1, pp. 24–32, 2011.
S. Suwarno, E. Siswanto, S. Anam, and N. A. Putra, “Penguatan Tanah Menggunakan Bahan Limbah Beton Tak Terpakai Dan Biji Plastik,†UKaRsT, vol. 1, no. 2, pp. 146–155, 2017.
I. Chang, J. Im, and G. C. Cho, “Introduction of microbial biopolymers in soil treatment for future environmentally-friendly and sustainable geotechnical engineering,†Sustain., vol. 8, no. 3, 2016, doi: 10.3390/su8030251.
J. Fropil et al., “Analisis Perbandingan Penggunaan Limbah Gypsum Dengan Semen Sebagai Bahan Stabilisasi Tanah,†Fropil, vol. 4, no. 1, pp. 49–64, 2016.
D. Hartanto, Y. Cahyo, and S. Winarto, “Perencanaan pondasi tiang pancang pada gedung sekretariat dewan dprd kabupaten kediri.â€
A. I. Candra, A. Yusuf, and A. R. F, “Studi Analisis Daya Dukung Pondasi Tiang Pada Pembangunan Gedung Lp3M Universitas Kadiri,†J. CIVILA, vol. 3, no. 2, p. 166, 2018, doi: 10.30736/cvl.v3i2.259.
L. D. K. M. Sindy Natalia Polii, O. B. A. Sompie, “Pengaruh Penambahan Abu Batu Bara Terhadap Kuat Geser Tanah Lempung,†Tekno, vol. 16, no. 69, pp. 11–15, 2018.
V. M. K. Putri, A. I. Candra, and A. Ridwan, “Pengaruh Penambahan Abu Kayu Dan Abu Bambu Terhadap Kepadatan Tanah Lempung,†J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 2, p. 191, 2020, doi: 10.30737/jurmateks.v3i2.1077.
R. Ajiono and H. Pratikto, “STABILITAS STRUKTUR TANAH JENIS EKSPANSIF MENGGUNAKAN KOMBINASI ABU DAUN,†U KaRsT, vol. 3, no. 2, pp. 103–112, 2019.
D. . Apriani, U. Mustofa, and R. Hidayat, “Slope failures evaluation and landslides investigation using 2-D resistivity method,†U KaRsT, vol. 4, no. 2, pp. 84–89, 2020, doi: 10.1016/j.nrjag.2017.12.003.
S. F. Bender, C. Wagg, and M. G. A. van der Heijden, “An Underground Revolution: Biodiversity and Soil Ecological Engineering for Agricultural Sustainability,†Trends Ecol. Evol., vol. 31, no. 6, pp. 440–452, 2016, doi: 10.1016/j.tree.2016.02.016.
A. Pérez et al., “Improved docking of polypeptides with Glide,†BMC Public Health, vol. 5, no. 1, pp. 1–8, 2017.
L. Afriani and I. Herman, “Study Analisis Penurunan Tanah Lempung Lunak dan Lempung Organik Menggunakan Pemodelan Matras Beton Bambu dengan Tiang.â€
A. I. Candra et al., “Studi kasus stabilitas struktur tanah lempung pada jalan totok kerot kediri menggunakan limbah kertas 1,†vol. 2, no. 2, pp. 1–9, 2018.
L. Afriani, “Pengaruh Fraksi Pasir Dalam Campuran Tanah Lempung Terhadap Nilai CBR dan Indeks Plastisitas Untuk Meningkatkan Daya Dukung Tanah Dasar,†J. Ilmu Pertan. Indones., no. 1, 2016.
A. Wibawa and E. S. Hisyam, “Pengaruh Penambahan Limbah Gypsum terhadap Nilai Kuat Geser Tanah Lempung,†in FROPIL (Forum Profesional Teknik Sipil), 2015, vol. 3, no. 2, pp. 65–71.
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.
N. Budiman, “Pengaruh Penambahan Abu Ampas Tebu Terhadap Sifat Fisik Dan Sifat Mekanik Tanah Lempung Ekspansif,†J. Ilm. Tek. Sipil, vol. 17, no. 1, pp. 84–96, 2013.
Hermawan, A. . Candra, and Y.C.S Poernomo, “Pengaruh Kombinasi Renolith Terhadap Stabilitas Tanah Pada Jalan Demuk Pucanglaban Tulungagung,†Jurmateks, vol. 3, no. 2, pp. 318–331, 2020.
M. Zenurianto, “Pengaruh penambahan kapur dengan bubuk bata merah terhadap nilai indeks plastisitas tanah lempung,†pp. 122–129.
R. Zambika, F. Fatnanta, and M. Muhardi, “Stabilisasi Tanah Menggunakan Abu Kayu Terhadap Tanah Lunak Bengkalis,†JUTEKS J. Tek. Sipil, vol. 4, no. 1, p. 05, 2019, doi: 10.32511/juteks.v4i1.286.
K. Didik, “Pengaruh Abu Batu Sebagai Pengganti Pasir Untuk Pembutan Beton,†2014.
B. M. Das, N. Endah, and I. B. Mochtar, “MEKANIKA TANAH Jilid 1 (Prinsip-prinsip Rekayasa Geoteknis),†pp. 1–291, 1995.
S. A. A. Hasan and S. D. Hartantyo, “Performance Analysis Of ‘Toga’ Foundation with Cap on Thick Soft Soil Based on Laboratory Models and Finite Element Analysis,†U KaRsT, vol. 4, no. 1, pp. 223–236, 2020, doi: 10.1088/1742-6596/1168/2/022063.A.
A. T. Putri, S. Winarto, and A. Ridwan, “Pengaruh Penambahan Abu Ampas Tebu & Arang Batok Kelapa Terhadap Stabilisasi Daya Dukung Tanah,†J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 1, p. 119, 2020, doi: 10.30737/jurmateks.v3i1.897.
F. Fishal, G. Gusrizal, and H. Hanafiah, “Stabilisasi Tanah Lempung Campur Kapur Dan Abu Sekam Padiberdasarkan Uji Cbr Laboratorium,†J. Sipil Sains Terap., 2019.
S. Prabandiyani RW, S. Hardiyati, M. Muhrozi, and B. Pardoyo, “Stabilisasi Tanah Lempung dengan Mengunakan Larutan Asam Sulfat (H2so4) pada Tanah Dasar di Daerah Godong - Purwodadi Km 50 Kabupaten Grogogan,†Media Komun. Tek. Sipil, vol. 21, no. 1, p. 13, 2015, doi: 10.14710/mkts.v21i1.11227.
L. J. Lastiko and DKK, “Stabilitas Tanah Menggunakan Serat Sabut Kelapa Melalui Uji Geser Langsung,†pp. 9–16, 2017.
S. P. R. Wardani, M. Muhrozi, A. R. A. Setiaji, and D. R. Riwu, “Stabilisasi Tanah Ekspansive dengan Menggunakan Tanah Putih untuk Tanah Dasar di Daerah Godong Kabupaten Grobogan Jawa Tengah,†Media Komun. Tek. Sipil, vol. 24, no. 1, p. 1, 2018, doi: 10.14710/mkts.v24i1.16275.
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