Long-term settlement of domestic waste in landfill: ISPM method

• Autorzy: Gourc J. P. , Nousheen Arif K. , Olivier F.
• Konferencja: Proceedings of the 14th French-Polish Colloguium "Soli and Rock Mechanics. soil Mechanics - Geomaterials" Grenoble, August 29-31, 2007
• Języki publikacji: EN

Abstrakty

EN

In the context of the continuing rationalization of the management of domestic and biodegradable waste of class II, the control and the prediction of settlement of waste become very technical with whole share of the follow-up of the modern Municipal Solid Waste (MSW). Until recently, the most widely followed method for the determination of long-term settlement for a column of waste is that of Sowers. While ISPM (Incremental Settlement Prediction Model) proposed by the LTHE- Lirigm, which has been calibrated over a dozen of landfill sites in France and abroad, is compared here with the Sowers Model. It is noteworthy that this method proves to be much more effective than that of Sowers.

Słowa kluczowe

EN

biodegradable waste; municipal solid waste; Sowers Model

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2008
• Tom: Vol. 30, nr 1-2
• Strony: 31--40
• Opis fizyczny: bibliogr. 4

Twórcy

autor

Gourc J. P.

autor

Nousheen Arif K.

autor

Olivier F.

• LTHE/ Lirigm "Transferts-Hydraulique-Environnement "Université Joseph Fourier-Grenoble 1 BP 53- F38041 Grenoble Cedex 9

Bibliografia

• [1] BUISMAN A.S.K., Results of long duration settlements tests, Proc. 1st International Conference on Soil Mechanics and Foundation Engineering, Harvard University, Cambridge, Massachusetts, 1936, Vol. 1, 103–106.
• [2] GOURC J.P., THOMAS S., VUILLEMIN M., Proposal of a waste settlement survey methodology, Proc. Geo-Env Conference, Lisbon, 1999, Vol. I, 195–200.
• [3] OLIVIER F., Tassement des déchets en CSD de classe II: du site au modèle, Thèse de doctorat, Laboratoire Lirigm, Université de Grenoble, 2003.
• [4] SOWERS G.F., Settlement of waste disposal fills, Proc. 3rd International Conference on Soil Mechanics and Foundation Engineering, Moscow, 1973, Vol. 2, 207–210.