THE EFFECT OF BENTONITE LEVELS ON TIME REQUIRED RH VALUE IN EQUALITY
Abstract
Negative pore water pressure is an indispensable indicator in unsaturated soil mechanics, so it has a very important function. Measurement suction becomes more important when dealing with bentonite which can be used in containment facilities and hazardous and radioactive waste remediation systems, or as an cover alternativemixing with respect to the time required to obtain equilibrium at the value of RH and temperature.
There are 4 (four) combinations of material mixtures, namely the percentage of bentonite 5%, 10%, 15%, and 20% of the amount of claystone used. In mixing the samples, there were 2 mixing methods where the sample type A (claystone + water) + bentonite and simple type B (bentonite + water) + claystone with a dry density of 1.8 gr/cm3. The method used in this test is the capacitance relative humidity or the RH sensor.
From the analysis, it is found that the value is influenced by factors ranging from water content where the time obtained is longer with increasing water content, the factor of bentonite where the less bentonite is given, the longer the time obtained. The measurement results are also used to predict the permeability of unsaturated soils.
Keywords: Bentonite, Clay Stone, capacitance relative humidity, temperature
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Arifin, Y.A., 2009. Kesalahan Dalam Pengukuran Total Suction. Universitas Lambung Mangkurat, Jl. A. Yani km.35,5 Banjarbaru
Aszuzi, E.N., 2016. Studi Pengukuran Suction Pada Mortar Dengan Variasi Fas (Khusus Untuk Fas 0.3 Dan 0.5) Menggunakan Metode Kertas Filter Whatman No.42.
Buckman dan Nyle.C. Brady. 1982. Ilmu Tanah. Bhatara Karya Aksara. Jakarta
Das, Braja M. (1995). Mekanika Tanah (Prinsip-prinsip Rekayasa Geoteknis) Jilid 1. Jakarta: Erlangga.
Das, B. M. (1995). Mekanika Tanah (Prinsip-prinsip Rekayasa Geoteknis) Jilid 2. Jakarta: Penerbit Erlangga. Hardiyatmo, Hary Christady. (1992). Mekanika Tanah 1. Jakarta: PT. Gramedia Pustaka Utama.
Farouk, A. Lamboj, L., Kos, J 2004. A Numerical Model to Predict Matric Suction Inside Unsaturated Soils. Acta Polytechnica Vol. 44 No. 4
Fredlund, D. G., Anqing Xing, & Shangyan Huang. (1994). Predicting the permeability function for unsaturated soils using the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4), 533–546. https://doi.org/10.1139/t94-062
Husain, R., 2015. Geokimia Mineral Lempung dan Implikasinya terhaadap Gerakan Tanah. Makassar : Program Pasca Sarjana Universitas Hasanudin
Indarto. 1991. Comportement des sols soumis a une pression interstitielle negtive applcation aux silos. Paris: These de Doctorat, Ecole Centrale.
J, Krahn, dan Fredlund D. G., 1972. On Total, Matric and Osmotic Suction. Soil Science Vol. 114, No. 5 : 339-348.
Likos W.J & Lu N, 2003. Automated Humidity System for Measuring Total Suction Characteristics of Clay. Geotechnical testing journal, ASTM 26(2): 1-12.
Ma’mun, Ir., 1987. Pengantar Mekanika Tanah, Fakulitas Teknik Universitas Lambung Mangkurat, Banjarmasin.
McKeen,sR.iG.,i1992.iAiModel for Predicting Expansive Soil Be havior. Proceedings of the 7th Internasional of Predicting Expansive Soils, 3-5, Vol. 1, pp. 1-6
Mitchel, J., 1993. Fundamentasl of Soil Behaviour. 2nd penyunt. New York: John Wiley and Sons Inc.
Najmi, M.,c2021. Permeabilitas Campuran Claystone Dan Bentonite Yang Dipadatkan : Pengaruh Urutan Campuranan. Program Sarjana Strata Satu (S1) Teknik Sipil Universitas Lambung Mangkurat.
Noorsaly, S R. 2018. Studi Pemanfaatan Fly Ash untuk Memperbaiki Karakteristik Deposit Claystone Sebagai Alternatif Bahan Tanah Timbunan (Studi Kasus Proyek Pembangunan TPA Regional Banjarbakula): Program Sarjana Strata Satu (S1) Teknik Sipil Universitas Lambung Mangkurat.
Schanz, T., Arifin, Y.A., Khan, M.I., & Agus, S.S., 2010 .Time Effects On Total Suction of Bentonite. Soils And Foundations Vol. 50, No. 2, 195–202
Sinarta, I.N., 2016. Tegangan Pori Negatif Sebagai Paramater Stabilitas Lereng Tanah Tak Jenuh (Soil Mechanics On Unsaturated Soil). Paduraksa Volume 5 Nomor 1
Wan AWL, Gray MN, Graham J., 1995. Pada hubungan hisap, kadar air, dan struktur tanah pada lempung yang dipadatkan. Prosiding Konferensi Internasional 1 tentang Tanah Tak Jenuh, Paris, Prancis, ISBN 90 5410 584 4, Vol. 1, , hal. 215–222.
DOI: https://doi.org/10.20527/crc.v7i6.12897
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