Bibliography
- Aab?e, R., (2000) “Evidence of EPS Long Term Performance and Durability as a Light Weight Fill” Transportation Research Board 79th Annual Meeting, Wash-ington, D.C., USA.
- ANSYS Inc., (1997), “ANSYS Manual” ANSYS Inc., USA, Ver. 5.4.
- Bartlett, S., Negussey, D., Kimble, M., and Sheeley M, (2000) “Use of Geofoam as Super-Lightweight Fill for I-15 Reconstruction” Transportation Research Board 79th Annual Meeting, Washington, D.C., USA.
- BASF Corp., (1968) “Physical Properties of Expanded Styropor” Technical Ex-change Meeting, Sinclair-Koppers-BASF.
- BASF Corp., (1997) “Styropor Technical Information” Technical Information, BASF Corp., Germany.
- Beinbrech, G., (1996) “Current Status of Geofoam Construction Method in Ger-many” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 117-127.
- Cho, S., D., Kim, J., M., Woo, J., Y., and Choi, J., D., (1996) “Behavior of Verti-cal Wall System Using EPS Blocks” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 169-177.
- Cole, B., (2000) “How EPS Foam Saved the City of Issaquah 1.2 Million Dollars and One Year of Construction Time” Preprint Paper, Syracuse Geofoam Seminar, Salt Lake City, Utah, USA.
- Coetzee, M., Hart, R., Varona, P., and Cundall, P., (1998) “FLAC, Fast Lagran-gian Analysis of Continua Manual” Itasca Consulting Group Inc., Minneapolis, Minnesota, USA.
- Coutermarsh, B., A., and Carbee, D., L., (1998) “Frost- Shielding Methodology and Demonstration for Shallow Burial of Water and Sewer Utility Lines” CRREL Report, No. 98-4, US Army Cold Region Research and Engineering Laboratory, Hanover, NH, USA.
- Coutermarsh, B., A., (1997) “Frost Shielding Protection of a Water Line, Berlin, New Hampshire” CRREL Report, No. 97-1, US Army Cold Region Research and Engineering Laboratory, Hanover, NH, USA.
- Danyluk, L., (1997) “Shallow Insulated Foundation at Galena, Alaska; A Case Study” CRREL Report, No. 97-7, US Army Cold Region Research and Engineer-ing Laboratory, Hanover, NH, USA.
- Draft European Standards, (1998) “Thermal Insulation Products for Works- Fac-tory Made Products of Expanded and Extruded Polystyrene Specification” Euro-pean Committee for Standardization, Ref. No. prEN xxxx, 98001.
- Duškov, M., (1990) “Falling Weight Deflection Measurements on Asphalt Test Pavements with EPS at the Bunesanstalt fur Strassenwesen” Study, Faculty of Civil Engineering, Delft University of Technology, Delft, The Netherlands.
- Duškov, M., (1997) “EPS as a Light-Weight Sub-base Material in Pavement Structures” Ph. D. Thesis, Delft University of Technology, Delft, The Nether-lands.
- Duškov, M., Houben, L., J., M., and Scarpas, A., (1998) “Response Investigation and Design Guidelines for Asphalt Pavements with an EPS Geofoam Sub-base” Proceedings of the Sixth International Conference on Geosynthetics, USA, pp.993-998.
- Duškov, M., (1999) “Dutch Design Manual for Light-Weight Pavements with EPS Geofoam.” Oranjwoud Infragroep BV, The Netherlands.
- Elragi, A., Negussey, D., and Kyanka, G., (2000) “Sample Size Effect on the Be-havior of EPS Geofoam” Proceedings of the Soft Ground Technology Confer-ence, The Netherlands.
- Eriksson, L., and Trank, R., (1991) “Properties of Expanded Polystyrene, Labora-tory Experiments” Swedish Geotechnical Institute, Sweden.
- Flaate, K., (1987) “Super Light Material in Heavy construction” Geotechnical News, Vol. 5, No. 3, pp. 22-23.
- Frydenlund, T., E., (1991) “Expanded Polystyrene, A lighter Way Across Soft Ground” Norwegian Road Research Laboratory, Internal Report, No. 1502, Oslo, Norway.
- Frydenlund, T., E., and Aab?e, R., (1996) “Expanded Polystyrene- The Light So-lution” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 31-46.
- GEOCOMP Corp., (1992), “GeoSlope” Version 5.0, GEOCOMP Corp., MA, USA.
- George, B., (2000) “Grizzly Island Slough” Preprint Paper, Syracuse Geofoam Seminar, Salt Lake City, Utah, USA.
- GeoTech, (1998) “Geofoam Compressible Inclusions: A Conceptual Guide to Analysis and Design” GeoTech System Corporation, VA, USA.
- GeoTech, (1999a) “GeoTech Terralite” GeoTech System Corporation, VA, USA.
- GeoTech, (1999b) “GeoTech TerraFlex” GeoTech System Corporation, VA, USA.
- GeoTech, (1999c) “Vertical Soil Arching and TerraFlex” GeoTech System Cor-poration, VA, USA.
- Hillmann, R., (1996) “Research Projects on EPS in Germany; Material Behavior and Full Scale Model Studies ” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 105-115.
- Horvath, J., S., (1992) “ ‘Lite’ Products Come of Age; New Developments in Geosynthetics” ASTM Standardization News, American Society for Testing and Material, USA, Vol. 20, No. 9, pp. 50-53.
- Horvath, J., S., (1993) “Geofoam Geosynthetics, An Overview of the Past and Future” Geosynthetics World, Geosynthetics Publications, Ltd., U.K., Vol. 3, No. 1, pp. 15-17.
- Horvath, J., S., (1995a) “EPS Geofoam: New Products and Marketing Trends” Geotechnical Fabrics Report, Industrial Fabric Association International, Minne-sota, USA, Vol. 13, No. 6, pp. 22-26.
- Horvath, J., S., (1995b) “Geofoam Geosynthetic” Horvath Engineering, P.C., Scarsdale, New York, USA.
- Horvath, J., S., (1995c) “Non-Earth Subgrade Materials and Their Thermal Ef-fects on Pavements: An Overview” Transportation Research Board, 74th Annual Meeting, Paper No. 95-0069, Washington, D.C., USA.
- Horvath, J., S., (1996) “The Compressible Inclusion Function of EPS Geofoam: An Overview” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 71-81.
- Horvath, J., S., (1998a) “The Compressible- Inclusion Function of EPS Geofoam: Analysis and Design Methodologies” Manhattan College Research Report No. CE/GE-98-2, Manhattan College, NY, USA.
- Horvath, J., S., (1998b) “Mathematical Modeling of the Stress- Strain- Time Be-havior of Geosynthetics Using the Findley Equation: General Theory and Appli-cation to EPS-Block Geofoam” Manhattan College Research Report No. CE/GE-98-3, Manhattan College, NY, USA.
- Horvath, J., S., (1999a) “Lessons Learned from Failures Involving Geofoam in Roads and Embankments” Manhattan College Research Report No. CE/GE-99-1, Manhattan College, NY, USA.
- Horvath, J., S., (1999b) “Geofoam and Geocomb: Lessons from the Second Mil-lennium A.D. as Insight for the Future” Manhattan College Research Report No. CE/GE-99-2, Manhattan College, NY, USA.
- Hotta, H., Nishi, T., and Kuroda, S., (1996) “Report Results of Assessments of Damage to EPS Embankments Caused by Earthquakes” Proceedings of the Inter-national Symposium on EPS Construction Method, Tokyo, Japan, pp. 307-318.
- Huntsman, (1999a) “Huntsman Expandable Polystyrene; Recommended Safety, Health and Environmental Guidelines” Huntsman Corporation, Texas, USA, Technical Bulletin, No. 2-2.0.
- Huntsman, (1999b) “Huntsman Expandable Polystyrene Grade 54” Huntsman Corporation, Texas, USA, Technical Bulletin, No. 4-4.1.
- Huntsman, (1999c) “Clean Air Act” Huntsman Corporation, Texas, USA, Tech-nical Bulletin, No. 8-8.6.
- Huntsman, (1999d) “Huntsman Expandable Polystyrene Grade 61” Huntsman Corporation, Texas, USA, Technical Bulletin, No. 3-3.3.
- Huntsman, (1999e) “A Guide to Clean Air Permitting for Expandable Polystyrene Processors under Title V and After: New Permits, Modified Permits for Plant Ex-pansion and Permit Changes and Selection of Abatement Equipment” Huntsman Corporation, Texas, USA, Technical Bulletin, No. 8-8.5.
- Huntsman, (1999f) “Chemical Resistance Tables” Huntsman Corporation, Texas, USA, Technical Bulletin, No. 7-7.5.
- Huntsman, (1999g) “Performance Characteristics” Huntsman Corporation, Texas, USA, Technical Bulletin, No. 7-7.6.
- Huntsman, (1999h) “Modified Expanded Polystyrene, Standards, Specifications and Regulatory Compliance” Huntsman Corporation, Texas, USA, Technical Bul-letin, No. 8-8.1.
- Huntsman, (1999i) “Huntsman Expanded Polystyrene Performance Characteris-tics” Huntsman Corporation, Texas, USA, Technical Bulletin, No. 7-7.7.
- Huntsman, (2000) “Black Expandable Polystyrene Grade 01” Huntsman Corpora-tion, Texas, USA, Technical Bulletin, No. 5-6.1.
- Ishihara, K., Kurihara, T., Tatsumi, O., Mae, Y., and Abe, M., (1996a) “Applica-tion of EPS Construction Method to a Level Joint on Abutment” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 275-285.
- Ishihara, K., Matsumoto K., and Kato, T., (1996b) “A large EPS Embankment to Prevent From Lateral Flow Caused by Weak Subsoil” Proceedings of the Interna-tional Symposium on EPS Construction Method, Tokyo, Japan, pp. 297-305.
- Jutkofsky, W., S., (1998) “Geofoam Stabilization of an Embankment Slope, A Case Study of Route 23A in the Town of Jewett, Greene County” Geotechnical Engineering Bureau, New York State Department of Transportation, NY, USA.
- Jutkofsky, W., S., Teh, S., J., and Negussey, D., (2000) “Stabilization of an Em-bankment Slope with Geofoam” Transportation Research Board, 79th Annual Meeting, Paper No. 00-1315, Washington, D.C., USA.
- Kuroda, S., Hotta, H., and Yamazaki, F., (1996) “Simulation of Shaking Table Test for EPS Embankment Model by Distinct Element Method” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 83-92.
- Kurose, M., and Tanaka, T., (1996) “EPS Block with H or C Shape Cross Section for Embankment” Proceedings of the International Symposium on EPS Construc-tion Method, Tokyo, Japan, pp. 189-199.
- Lambe, T., W., and Whitman, R., V., (1969) “Soil Mechanics” John Wiley, New York, USA.
- Mandal, J., (1995) “Geofoam in Civil Engineering” The Indian Textile Journal, November Issue, Bombay, India, pp. 76-77.
- Matsuda, T., Ugai, K., and Gose, S., (1996) “Application of EPS to Backfill of Abutment for Earth Pressure Reduction and Impact Absorption” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 327-332.
- McCarthy, D., (1998) “Essentials of Soil Mechanics and Foundations” Prentice-Hall Inc., USA.
- McElroy, D., (1998) “Thermal Insulation Works for You” ASTM Standardization News, July ‘98, pp. 22-26.
- Miki, G., (1996) “EPS Construction Method in Japan” Proceedings of the Interna-tional Symposium on EPS Construction Method, Tokyo, Japan, pp. 1-7.
- Miki, H., (1996) “An Overview of Lightweight Banking Technology in Japan” Proceedings of the International Symposium on EPS Construction Method, To-kyo, Japan, pp. 9-30.
- Mimura, C., S., and Kimura, S., A., (1995) “A Lightweight Solution” Geosynthet-ics’95 Conference Proceedings, Vol. 1, Nashville Tennessee, USA, pp. 39-51.
- Miyamoto, Y., Duan, M., Iwasaki, S., Deto, H., and Fujiwara, T., (1996) “Fun-damental Study on Continuous Footing Made with EPS Styrofoam” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 349-359.
- Mohamad, E., (1996) “History of EPS as Embankment Fill in Malaysia under PIC and Its Future” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 257-264.
- Momoi, T., and Kokusyo, T., (1996) “Evaluation of Bearing Properties of EPS Subgrade” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 93-103.
- Negussey, D., and Sun, M., (1996) “Reducing Lateral Pressure by Geofoam (EPS) Substitution” Proceedings of the International Symposium on EPS Con-struction Method, Tokyo, Japan, pp. 201-211.
- Negussey, D., (1997) “Properties & Applications of Geofoam” Society of the Plastic Industry, Inc., Washington, D.C., USA.
- Negussey, D., (1998) “Putting Polystyrene to Work” Civil Engineering, American Society of Civil Engineering, NY, USA, Vol. 68, No. 3, pp. 65-67.
- Negussey, D., and Elragi, A., (2000a) “EPS Geofoam, an Overview” Internal Re-port AE1-00, Geofoam Research Center, Syracuse University, Syracuse, NY.
- Negussey, D., and Elragi, A., (2000b) “Strain Rate Effect on the Uniaxial Com-pression Behavior of EPS Geofoam” Internal Report AE2-00, Geofoam Research Center, Syracuse University, Syracuse, NY.
- Ninomiya, K., and Makoto, I., (1996) “Design and Construction of EPS Method Which Surfacing and Uses Anchor for Prevention” Proceedings of the Interna-tional Symposium on EPS Construction Method, Tokyo, Japan, pp. 161-167.
- Nishi, T., Hotta, H., Kuroda, S., and Hasegawa, H., (1996) “Feedback to Design Based on Results of Field Observations of EPS Embankments” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 319-325.
- Nishimura, S., Hayashi, M., Nakagawa, Y., Tanabe, S., and Matsumoto, K., (1996) “EPS Method Applied as a Countermeasure for Lateral Displacement of Soft Clay Ground Due to Embankment Work” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 287-295.
- Nishizawa, T., Tsuji, K., Kiyota, Y., Oda, K., and Narikiyo, S., (1996) “EPS Ver-tical Wall Structure Back Fill at an Existing Sewage Treatment Plant” Proceed-ings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 333-341.
- Nomaguchi, A., (1996) “Studies on Earthquake Resisting Performance of EPS Embankment” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 382-392.
- NRRL, (1992) “Quality Control of Expanded Polystyrene Used in Road Em-bankments” Norwegian Road Research Laboratory, Oslo, Norway.
- Ojima, K., Okazawa, Y., Matunawa, I., Kitada, I., Tutiya, M., Yamaji, H., and Kojima, K., (1996) “Use of EPS in the Foundations of an Emergency Staircase of an Overpass” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 343-347.
- Ooe, Y., Yasuaki, M., Tada, S., and Nishikawa, J., (1996) “Earth Pressure Reduc-tion for Culverts Using EPS” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 214-221.
- Ranjan G., and Rao, A., (1993) “Basic and Applied Soil Mechanics” Wiley East-ern Limited, New Delhi, India.
- Ravve, A., (2000) “Principles of Polymer Chemistry” Kluwer/Academic/Plenum Publishers, New York, NY
- R-Control, (1999a) “R-Control Perform Guard EPS Testing- Material Properties” AFM Corporation, Technical Bulletin, MN, USA, PG EPS No. 6007.
- R-Control, (1999b) “ R-Control Perform Guard EPS and How It Works” AFM Corporation, Technical Bulletin, MN, USA, PG EPS No. 6008.
- R-Control, (1999c) “Load Chart 2A: Combined Axial & Bending Capacities” AFM Corporation, MN, USA, Technical Bulletin, SIP No. 2036.
- R-Control, (1999d) “R-Control Perform Guard EPS Testing- Termite & Carpenter Ant” AFM Corporation, MN, USA, Technical Bulletin, PG EPS No. 6006.
- Reuter, G., (2000) “Use of Geofoam for Landslide Stabilization Case History- County Trunk Highway “A” Bayfield County, Wisconsin” 48th Annual Geotech-nical Engineering Conference, University of Minnesota, Minnesota, USA.
- Rygg, N., and Sorlie, (1981) “Polystyrene Foam for Light Weight Road Em-bankment” Proceedings of the 10th International Conference in Soil Mechanics and Foundation Engineering, Vol. 2, Stockholm, Sweden, pp. 247-252.
- Sanders, R. L., (1996) “United Kingdom Design and Construction Experience with EPS” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 235-246.
- Sheeley, M., (2000) “Slope Stabilization Utilizing Geofoam” Master’s Thesis, Syracuse University, Syracuse, NY, USA.
- Sheeley, M., and Negussey, D., (2000) “An Investigation of Geofoam Interface Strength Behavior” Proceedings of the Soft Ground Technology Conference, The Netherlands.
- Slope Indicator (1998) “Geotechnical and Structural Instrumentation” Slope Indi-cator Company, A Boart Longyear Group Company, WA, USA.
- Stewart, J., Lacy, H., and Ladd, C., (1994) “Settlement of Large Mat on Deep Compressible Soil” Proceedings of Settlement’94, Texas, USA, pp. 842-859.
- Sun, M., (1997) “Engineering Behavior of Geofoam (Expanded Polystyrene) and Lateral Pressure Reduction in Substructures” Master’s Thesis, Syracuse Univer-sity, Syracuse, NY, USA.
- Suzuki, Y., Nishimura, A., and Kuno, T., (1996) “Design and Construction of Road Embankment on Steep Hillside by EPS” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 265-273.
- The Public Works Research Institute of Ministry of Construction, and Construc-tion Project Consultant, Inc., (1992) “Design and Construction Manual for light Weight Fill with EPS” The Public Works Research Institute, Japan.
- Thompsett, D., Walker, A., Radley, R., and Grieveson, B., (1995) “Design and Construction of Expanded Polystyrene Embankments” Construction and Building Materials, U.K., Vol. 9, No. 6, pp. 403-411.
- Tsukamoto, H., (1996) “Slope Stabilization by the EPS Method and its Applica-tions” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 362-380.
- UDOT, (1998) “Geofoam Innovative Backfill to Minimize Settlement” UDOT Research News, Utah, USA, No. 98-3.
- van Dorp, T., (1988) “Expanded Polystyrene Foam as Light Fill and Foundation Material in Road Structures” International Congress on Expanded Polystyrene, Milan, Italy.
- van Dorp, T., (1996) “Building on EPS Geofoam in the “Low –Lands” Experi-ences in the Netherlands” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 59-69.
- Vaslestad, J., (1990) “Soil Structure Interaction of Buried Culverts” Ph. D. Dis-sertation, The Norwegian Institute of Technology, Norway.
- Vaslestad, J., Johansen, T., and Holm, W., (1993) “Load Reduction on Rigid Cul-verts Beneath High Fills: Long- Term Behavior” Transportation Research Board, Annual Meeting 72nd Annual Meeting, Washington, D.C., USA, Paper No. 930648.
- Wano, S., Oniki, K., and Hayakawa, Y., (1996) “Prevention of Deformation of a bridge Abutment using the EPS Method and its Effectiveness” Proceedings of the International Symposium on EPS Construction Method, Tokyo, Japan, pp. 179-187.
- Weaire, D., and Hutzler, S., (1999) “The Physics of Foams” Oxford University Press, New York, NY.
- Yamanaka, H., Onuki, T., Katsurada, H., Kitada, I., Kashima, K., Takamoto, A., and Maruoka, M., (1996) “Use of Vertical Wall-Type EPS Elevated Filling (H=15m) for Bridge Abutment Backfill” Proceedings of the International Sympo-sium on EPS Construction Method, Tokyo, Japan, pp. 223-233.
- Yoshihara, S., and Kawasaki, H., (1996) “Buried EPS Form for Large Scale Con-crete Abutment” Proceedings of the International Symposium on EPS Construc-tion Method, Tokyo, Japan, pp. 247-255.
- Yeh, S., T., and Gilmore, J., B., (1989) “Application of EPS for Slide Correction, Stability and Performance of Slopes and Embankments II, ASCE Geotechnical Special Publication, NY, USA, No. 31, pp. 1444-1456.
|