The Effect of Bagasse Ash and Red Brick Powder Addition on The Shear Strength of Clay Soil
Case Study of Mulung Village, Gresik Regency
DOI:
https://doi.org/10.26740/rekats.v13n01.p144-150Keywords:
Bagasse Ash, Bearing Capacity, Clay Soil, Red Brick Powder, Shear StrengthAbstract
Clay soils generally have poor quality, therefore soil improvement measures need to be taken to improve their bearing capacity. Addition of environmentally friendly materials such as bagasse ash and red brick powder is one alternative. The purpose of this research is to determine the effect of the addition of the mixture on soil properties, cohesion value, angle of friction, and bearing capacity value of soil in Mulung Village, Gresik Regency. This research includes specific gravity test, Atterberg limit test, standard proctor test, and direct shear test. This study used 3 variations of test samples with bagasse ash content of 15%, 20%, and 25% and equalized red brick powder content of 15% in each sample variation. The results showed that the addition of the mixture was able to increase the cohesion value (c) in variation 2 to 0.2588 kg/cm2 from the initial value of 0.1290 kg/cm2, while variations 1 and 3 are actually decreased the cohesion value of the soil. The addition of the mixture can also increase the value of the inner friction angle (ϕ) along with the increase of AAT content in the mixture, and the largest increase occurred in variation 3 from the initial value of 23.20˚ to 26.11˚. The addition of the mixture also increased the bearing capacity (qult) value in variation 2 to 10.8895 kg/cm2 from the initial value of 6.0839 kg/cm2, while variations 1 and 3 actually decreased the bearing capacity value of the soil.
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References
Ara, Enrico Penyang, Suradji Gandi, and Sarie Fatma. 2021. “Perbandingan Penggunaan Abu Sekam Padi, Serbuk Batu Bata, Dan Pasir Sirkon Sebagai Bahan Stabilisasi Tanah Lempung.” Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil 4: 115–25.
Arsyam, Muhammad, and M. Yusuf Tahir. 2021. “Ragam Jenis Penelitian Dan Perspektif.” Al-Ubudiyah: Jurnal Pendidikan dan Studi Islam 2(1): 37–47. doi:10.55623/au.v2i1.17.
Barasa, Patrick Khaoya, Kiptanui Jonah, and Mulei. 2015. “Stabilization of Soft Clay Using Lime and Sugarcane Bagasse Ash.” Mathematical Theory and Modeling 5(4): 1–5.
Bowles, Joseph. E. 1996. Civil Engineering Materials Foundation Analysis and Design.
Fauzan, Nur, and Nur Andajani. 2017. “Pengaruh Penambahan Limbah Karbit Terhadap Daya Dukung Pondasi Dangkal Pada Tanah Lempung Ekspansif Di Daerah Driyorejo Gresik.” Rekayasa Teknik Sipil Universitas Negeri Surabaya 1(1): 195–200.
Gunarso, Andreas, Rizqi Nuprayogi, Windu Partono, and Bambang Pardoyo. 2017. “Stabilisasi Tanah Lempung Ekspansif Dengan Campuran NaOH 7,5%.” Jurnal Karya Teknik Sipil 5(2): 945–50. doi:10.47178/dynamicsaint.v5i2.1098.
Iswarni, Dewi Ruaida, Fatma Sarie, and Suradji Gandi. 2022. “Stabilization of Clay With a Mixture of Sugarcane Base Ash and Circon Sand on Soil CBR.” Jurnal TRANSUKMA 05(01): 1–9.
Kurniawan, Arif, Abubakar Alwi, and Vivi Bachtiar. 2016. “Stabilisasi Tanah Lunak Dengan Abu Ampas Tebu, Fly Ash, Kapur Dan Semen Terhadap Sifat Mekanis Tanah.” Fakultas Teknik Universitas Tanjungpura: 1–6.
Pakusa, Lingga, Ferra Fahriani, and Indra Gunawan. 2021. “Peningkatan Nilai Kuat Geser Tanah Gambut Yang Distabilisasi Dengan Serbuk Bata Merah.” Seminar Nasional Penelitian dan pengabdian pada Masyarakat 2022: 85–88.
Putra, Febriandita Ramadhan Nugraha, and Akhmad Marzuko. 2019. “Penambahan Abu Ampas Tebu Terhadap Tanah Lempung Dengan Bahan Tambah Rotec Terhadap Parameter Kuat Geser Tanah.” Universitas Islam Indonesia.
Ridwan, Machfud, and Nur Andajani. 2012. Petunjuk Praktikum Mekanika Tanah I. Surabaya.
Syarifudin, Mochamad, Noegroho Djarwanti, and Niken Silmi Surjandari. 2015. “Pengaruh Penambahan Abu Ampas Tebu Terhadap Uji Kuat Geser Tanah Lempung Tanon.” e-Jurnal Matriks Teknik Sipil: 755–61.
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