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EPS Geofoam 2001,3rd International Conference, Salt Lake City,December 2001 1 <br /> INTRODUCTION <br /> In Norway the Public Roads Administration has a long tradition in applying various types of lightweight filling <br /> materials for road construction purposes.During the last 50 years wooden materials like sawdust and bark residue <br /> from the timber industry have been applied for such purposes.Also waste materials form the production of cellular <br /> concrete blocks and Leca(Light Expanded Clay Aggregate)have been widely used.In this connection also <br /> monitoring programmes were initiated in order to investigate the long term performance of these materials.Presently <br /> a new option is being investigated involving the use of granulated foamed glass produced by re-circulating waste <br /> glass. <br /> When a major research project on frost action in soils was carried out in Norway during the period 1965 to 1973 <br /> this included the investigation of various insulation materials for frost protection of roads like 50 to 100 mm thick <br /> boards of foamed glass,extruded polystyrene(XPS)and expanded polystyrene(EPS).In this connection also fatigue <br /> tests were performed.It was then concluded that EPS material could sustain the repetitive stresses occurring in a road <br /> structure and the idea of applying EPS in greater layer thickness than boards emerged. <br /> In 1972 the Norwegian Public Roads Authorities adopted the use of EPS as a super light filling material in road <br /> embankments.The first project involved the successful reconstruction of road fills adjacent to a bridge founded on <br /> piles to firm ground.Prior to reconstruction the fills,resting on a 3 in thick layer of peat above 10 in of soft marine <br /> clay,experienced a settlement rate of more than 200 mm per year_By replacing 1 in of ordinary fill material with <br /> two layers of EPS blocks,each layer with 0,5 in thickness,the settlements were successfully halted.When placed the <br /> EPS blocks had a density nearly 100 times lighter than the replaced materials. <br /> Since then authorities in several countries have also found the method advantageous for building roads across soft <br /> ground and for other construction purposes where low loads are essential.In addition to reduced vertical loads, <br /> advantages from using EPS may also include reduced horizontal loads,simplified designs,foundations on EPS and <br /> increased speed and ease of performing construction activities.The method is now in common use in several <br /> countries in Europe,Asia and North America.At present more than 350 road projects involving EPS fills have been <br /> completed in Norway with a volume of totalling some 500,000 mi of EPS blocks. <br /> EPS does of course not represent the only solution to bearing capacity and settlement problems.Other lightweight <br /> filling materials should also be considered together with other alternatives such as replacement or displacement of <br /> the weak soil or soil improvement,piled foundations etc.Availability and cost are important factors in this <br /> connection,but in many cases the use of EPS will prove advantageous and in some cases represents the only <br /> practical solution.In a book published(1997)by PIARC,the World Road Association,lightweight filling materials <br /> in common use are presented together with case histories. <br /> MONITORING PROGRAMME <br /> Expanded polystyrene is a very stable compound chemically and no material decay should be expected when placed <br /> in the ground and protected according to the present design guidelines.Still,since the first road insulation project <br /> with EPS was performed in 1965 and the first EPS light weight embankment was constructed in 1972,EPS fills have <br /> also been monitored for long term performance along the lines followed for other lightweight filling materials used <br /> in road construction in Norway. <br /> Long term performance and durability of EPS as a lightweight filling material <br />