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D. Pičman, T. Pentek: RAZLIČITE MOGUĆNOSTI PRIMJENE GEOSINTETIKA KAO METODE STAB. TLA.. Šumarski list br. 7-8, CXXI (1997), 383-389 Pičman, D., 1984: Prikaz ispitivanja modula stišlji- vosti posteljice i nosive podloge na pokusnoj dionici u Lipovljanima, Mehanizacija šumarstva 8 (9-10), Zagreb, str. 201-216. Pičman, D. i T. Pentek, 1996: Metode rada pri stabilizaciji tla kod izgradnje šumskih prometnica, Zbornik savjetovanja Izzivi gozdne tehnike (Izazovi šumske tehnike), Ljubljana, str. 125-132. Pičman, D. i T. Pentek, 1996: Stabilizacija šumskih transportnih sustava vapnom, Mehanizacija šumarstva 21 (2), Zagreb, str. 83-85. Pičman, D. i T. Pentek, 1996: Prilog poznavanju uporabe strojeva za stabilizaciju šumskih prometnica vapnom, Mehanizacija šumarstva 21 (2), Zagreb, str. 87-96. Pičman, D. i T. Pentek, 1996: Mogućnost primjene sredstva WEGS za stabilizaciju tla pri gradnji šumskih cesta, Mehanizacija šumarstva 21 (2), Zagreb, str. 97-102. Pičman, D. i T. Pentek, 1996: Uporaba RRP sredstva za stabilizaciju tla pri gradnji šumskih prometnica, Šumarski list CXX (11-12), Zagreb, str. 469-476. Plivelić, S., 1996: Stabilizacija tla pri gradnji šumskih cesta na području uprave šuma Vinkovci, Diplomski rad, Šumarski fakultet Sveučilišta u Zagrebu, Zagreb, str. 1-27. Sowers, G. E., Collins, S. A., i Miller, G. D., 1982: Mechanism of Geotextile-Aggregate Support in Low Cost Roads, Proceedings Second International Conference on Geotextiles, Las Vegas, volume 2, str. 341-347. Švabe, Ž., 1985: Uporaba netkanih geotekstila u cestogradnji, magistarski rad, Fakultet građevinskih znanosti Sveučilišta u Zagrebu, Zagreb, str. 1- 173. Van Santvoort, G., 1994: Geotextiles and Geo- membranes in Civil Engineering, Roterdam, str. 12-38. Vartilen, 1994: Primjena geotekstila VARNET - O.R.V. u graditeljstvu, Varaždin, str. 1-118. SUMMARY: The construction of forest roads in some disadvantageous field conditions is possible only by the application of known methods of soil stabilization. The improvement of carrying force of forest soil by the classical methods of stabilization will in some cases require additional preparation work (having disposal of a roofed stock room, special mechanization and the like). By the usage of geo-synthetics such problems will be avoided and the construction itself will be simpler. The application of different types of geo- synthetics has been going on during the last thirty years. With the development of chemical industry the number of products based on plastic masses which can be applied as means for stabilization i.e. for improvement of carrying force of forest soils has been increased. A short historical overview of development of geo-synthetics application in the civil engineering has been presented in this work, as well as the classification of geo-synthetics according to the possibilities of application in civil engineering. The technical-technological procedure of geo-synthetics application has been described, the needed mechanization quoted and the area of application suggested. As a conclusion, the comparison of application of geo-synthetics with some other methods ofsoild stabilization has been described. 389 |