Application of Geosynthetics Technology for Landfill Structure Design at Pt. Toba Pulp Lestari Tbk. North Sumatera, Medan - Indonesia
International Journal of Civil Engineering |
© 2015 by SSRG - IJCE Journal |
Volume 2 Issue 2 |
Year of Publication : 2015 |
Authors : Edy Purwanto |
How to Cite?
Edy Purwanto, "Application of Geosynthetics Technology for Landfill Structure Design at Pt. Toba Pulp Lestari Tbk. North Sumatera, Medan - Indonesia," SSRG International Journal of Civil Engineering, vol. 2, no. 2, pp. 5-18, 2015. Crossref, https://doi.org/10.14445/23488352/IJCE-V2I2P102
Abstract:
Modern landfill typically contain several geosynthetic and natural components integrated into a system whose primary function is the containment of waste and leachate. The physical interactions between these individual components must be carefully evaluated to ensure that the stability and performance of the liner system is provided in the long term. Geomembrane HDPE are gaining increasing acceptance in landfill liner systems, yet their interactions with other components in the system are often not well understood. This paper indentifies some of these interactions and suggests methods for landfill structure design.. This paper presents a design of landfill structure at PT. Toba Pulp Lestari Tbk., Medan, Nord Sumatra. The landfill dimension is 10000 m 2 and 15 m depth.
Keywords:
Direct shear, Geosynthetic, Landfill, Leachate Tank, Waste disposal,
References:
[1} Boulon M., Developpement d’une boite de cisaillement annulaire, Rapport Scientifique-Greco-rheologie des geomateriaux, France, 370-380. 1987.
[2] Boulon M., Le comportement d’interface sol-structure : aspects experimentaux et
numeriques, Revue Francais Geotecnique no.54, 27-37, France, 1991.
[3] Blondeau F and Josseaume H., Mesure de la resistance au cisaillement residuelle
en laboratoire, Bull. Liaison Lab. Ponts et Chausses special, France, 1976.
[4] Budhu, M., Nonunifromities imposed by simple shear apparatus, Canadien. Geotechnic J.20, 125-137,1984.
[5] Edy Purwanto, Etudes des interfaces geosynthetiques en geotechnique, These Doktor, Universite Joseph FOURIER – France, 1996.
[6] Gourc J.P.,Interaction Sol – Renforcement Geosynthetiques, Greco Geomateriaux , 284-287, 1988
[7] Gourc J.P., Le Stockage de Surface des Dechets: Les Centres d’Efouissement Technique, Cours G13: Geotechnique et Environnement, DEA M.M.G.E. UJF, Grenoble, France, .1992.
[8] Garg K.G., Evaluating Soil - Reinfrocement Friction, Earth Reinforcement Practice, Vol.1, Balkema, Rotterdam, 67-72. 1992.
[9] Jewell, R.A., Some Effects of Reinforcement on the Mechanical Behaviour of Soils,
PhD thesis, University of Cambridge.1980.
[10] Kishida H and Uesugi M., Tests of Interface Between Sand and Steel in Simple Shear Apparatus “, Revue Francais Geotechnique 37, no.1, 45-52., France.1987.
[11] Koerner R.M.et all., Experimental Friction Evaluation of Slippage between Geomembranes, Geotextiles and Soils, International Conference on Geomembrane, Denver, USA.1990
[12] PT. Econusa Kualiva Abadi, Construction of Leachate Tank and Leak Detection Tank, Jakarta, 2006.
[13] Purwanto E, Gourc J.P., Behavior of Geosynthetic Clay Liners: Laboratory Tests, Sardinia, Fifth International Landfill Symposium, Vol.2, Italy, 347-358, 1995.
[14] Oda, M., On Stress - Dilatancy Relation of Sand in Simple Shear Test, Soils Foundations J. 15, No.2, 17-29. .1975.
[15] Rowe P.W., The Relation Between the Shear Strength of Sand in Triaxial Compression, Plane Strain and Direct Shear, Geotechnique 19, no.1, 1969.