Pengaruh Perubahan Kadar Air pada Sifat-Sifat Tanah Organik yang distabilisasi dengan Limbah Karbit dan Abu Ampas Tebu

Authors

  • John Tri HATMOKO Universitas Atma Jaya Yogyakarta
  • Luky HANDOKO Universitas Atma Jaya Yogyakarta

DOI:

https://doi.org/10.54367/jrkms.v2i2.523

Abstract

Research on organic soil stabilization utilizing materials such as cement, lime, rice husk ash, fly ash, bagasse ash to change soil shear behavior has been widely carried out to this date. However, not many researchers have studied the changes in water content in organic soils that have been stabilized with such materials, especially on the changes in soil physical properties. This study aims to find out the effect of changes in water content in physical properties including: volume weight (γ), specific gravity (G), water content (w), void ratio (e), degree of acidity (pH) and content organic (O). A series of tests was conducted, namely the chemical composition of: organic soil test (TO), carbide waste (CCR), and bagasse ash (AAT), and testing for the physical properties of organic soil. Further, additional material (60% CCR and 40% AAT) was added to the soil in proportions: 5, 10, 15, 20, 25 and 30% combined with different initial water contents (498, 548 and 598%) and curing time: 7, 14, 21 and 36 days. Then, we conducted test for physical properties of the soil that has been stabilized. The physical and chemical properties of the soil change subject to added material content and ripening time. At high water content, the change is more significant than at lower water content. The volume weight, specific gravity, and acidity of the soil increases while the void ratio and soil organic content decrease. The optimal content of added material is 20% with an optimal time of curing 21 days

References

Acosta, H.A., Edil, T.B., & Benson, C.H. (2003). Soil stabilization and drying using fly ash†Geo Engineering Report, No. 03-03, Madison, Wiscounsin: Dept. of Civil and Environmental

Engineering, University of Wiscounsin

Bin-Shafique, S., Edil, T., Benson, C., & Senol, A. (2004). Incorporating a fly ash stabilized layer into pavement design-Case study. Proceedings of ICE Geotechnical Engineering, 157(4), 239-249

Correia, A.A.S, Venda Olivera, P.J., & Lemons, L.J.L. (2013). Prediction of the unconfined compressive strength in soft soil chemically stabilized. Proceeding 18th International Confrence on

Soil Mechanics and Geotechnical Engineering, 2457 – 2460

Diana, W., & Muntohar, A.S., (2012). Kuat tekan bebas tanah lempung yang distabilissi dengan limbah karbit dan abu sekam padi. Prosiding Konferensi Nasional Teknik Sipil ke 6, Universitas

Trisakti Jakarta 1- 2 Nopember 2012, 33-37

Diana, W, Muntohar, A.S. (2013). Kuat geser dan kuat tarik belah tanah lempung yang distabilisasi dengan limbah karbit dan abu sekam padi. Prosiding Konferensi Nasional Teknik Sipil ke 7,

Universitas Sebelas Maret, Surakarta 24 – 26 Oktober 2013, G69-75

Edil, T.B. (1997). Construction over peats and organic soils. Proceedings of conference on Recents Advances in Soft Soil Engineering, Vol. 1, Kuching, Malaysia, 85-108.

Ferguson, G. (1993). Use of self-cementing fly ashes as a soil stabilization agent. Fly ash for soil Improvement (GSP 36), ASCE New York

Hampton, M.B., & Edil, T.B., (1998). Strength gain of organic ground with cement-type binders, Soil improvement for big digs (GSP 81), ASCE, Reston, VA, 135-148

Hatmoko, John., T. & Lulie, Y. (2005). UCS Tanah Lempung Ekspansif yang di stabilisasi dengan Abu Ampas Tebu dan Kapur. Laporan Penelitian Universitas Atma Jaya Yogyakarta

Horpibulsuk, S., & Miura, N., (2001). A new approach for studying of behavior of cement stabilized clay. Proceeding the 15th International Confrence on soil mechanics and geotechnical engineering, Vol. 3., Istanbul, Turkey, 1759-1762

Horpibulsuk, S., Phetchuay, C., & Chinkulkijniwat, A., (2012). Soil Stabilization by Calsium Carbide Organik and Fly Ash. Journal of materials in Civil Engineering ASCE, 24(2), 184-193

Horpibulsuk. (2013). Engineering properties of silty clay stabilized with calcium carbid organic.

Journal of materials in Civil Engineering ASCE, 125(5), 470 -475

Jaturapitakkul, C., & Roongreung, B., (2003). Cementing Material from Calsium Carbide OrganikRice Husk Ash. Journal of materials in Civil Engineering ASCE, 15(5), 470-475

Janz, M., & Johansson, SE., (2012). The function of different binding agents in deep stabilization. Sweedish Deep Stabilization Research Center Report 9, 1-35

Kampala, A., & Horpibulsuk, S., (2013). Engineering Properties of Silty Clay Stabilized with Calcium Carbide Organike. Journal of materials in Civil Engineering ASCE, 25(5), 632-644

Kasama,K., Ochiai, H., & Yasufuku, N. (2000). On the Stress-Strain Behavior of lightly Cemented Clay based on extended critical-state concept. Soils and Foundation, 40(5), 37-47

Kanieaj, S.R., & Havanagi, V.G. (1999). Compressive strength of cement stabilized fly ash-soil mixtures. Cemment Conccrete Research, 29, 673-677

Keshawraz, M.S., & Dutta, U. (1993). Stabilization of South Texas Soils with Fly Ash. Fly ash for soil improvement (GSP 36) ASCE, 30-42

Maher, M.H., & Ho, Y.C. (1994). Mechanical Properties of kaolinite-fiber soil composite. Journal of Geotechnical Engineering ASCE. 120(8), 1381- 1393

Makarkarat, N., Jaturapitakkul, C., & Laosamathikul, T., (2010).â€Effect of Calsium Carbide Organike -Fly ash Binder on Mechanical Properties of Concrete. Journal of materials in Civil EngineeringASCE, 22(11), 1164-1170

Parsons, R.L., & Kneebone, E (2015). Field performance of fly ash stabilized subgrades. Ground Improvement, 9(1), 33-38

Prabakar, J., Dendorkar, N., & Morchale, R.K. (2004). Influence of fly ash on strength behavior of typical soil. Construction Building Mater, 18(4), 263-267

Somna, K., Jaturapitakkul, C., & Kajivichyanukul, P., (2011). Microstructure of Calsium Carbide Organike-Ground Fly Ash Paste. Journal of materials in Civil Engineering ASCE, 23(3), 298-30

Sridharant, A., Prashant, J.P., & Sivapullaiah, P.V. (1997). Effect of Fly Ash on The Unconfined Compression Strength of Black Cotton Soils. Proceeding of ICE Ground Improvement, 1(3), 169-175.

Trzebiatowski, B.D., Edil, T.B., & Bensson, C.H., (2015). Case study of subgrade stabilization using fly ash : State Highway 32, Port Wshington, Wisconsins. Recycled Materials in geotechnics (GSP 127), ASCE, Reston, VA, 123-136.

Thalib, M., & Bankole, G.M., (2011). Improvement of index properties and compaction characteristics of lime stabilized tropical lateritic clays with risk husk admixture. Journal of Geotechnicaland Geoenvironmental Engineering, 16, 983-996

Vatsala, A, (2001). Elastoplastic Model for Cemented Soils. Journal of Geotechnical and Geoenvironmental Engineering, 127(8), 679-687

Venda Olivera, J.,P., Correia, A.S., & Lopes, J.S. (2014). Effect of Organic Matter Content and Binder Quality on the Uniaxial Creep Behavior of an Artificially Stablized Soil. Journal of Geotechnical

and Geoenvironmental Engineering, 140(9), 04014053/1-10,

https://doi.org/10.1061/(ASCE)GT.1943-5606.0001158

Wibowo, F.X.N. & Hatmoko, J.T., (2001). Pemanfaatan Abu Ampas Tebu Sebagai Bahan TambahBeton Mutu Tinggi. Laporan Studi Domestic Collaborative Research Grant (DCRG). Dir. Jin. DIKTI, DepDikBud Repulik Indonesia.

Yadu, L., Triphati, R.K., (2011). Comparison of fly ash and rice husk ash stabilized black cotton soil.International Journal of Earth Science and Engineering, 4(6), 42-45

Published

2019-09-06

How to Cite

HATMOKO, J. T., & HANDOKO, L. (2019). Pengaruh Perubahan Kadar Air pada Sifat-Sifat Tanah Organik yang distabilisasi dengan Limbah Karbit dan Abu Ampas Tebu. Jurnal Rekayasa Konstruksi Mekanika Sipil (JRKMS), 2(2), 97–108. https://doi.org/10.54367/jrkms.v2i2.523

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