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Volumn 26, Issue 2, 2008, Pages 189-195

Laboratory study of expanded polystyrene (EPS) geofoam used with expansive soils

Author keywords

EPS geofoam; Expansive soil; Lateral swelling pressure; Vertical swelling pressure

Indexed keywords

SOIL MECHANICS; SWELLING;

EID: 39749180996     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2007.05.005     Document Type: Article
Times cited : (84)

References (43)
  • 1
    • 39749088102 scopus 로고    scopus 로고
    • Aaboe, R., 1987. 13 years of experience with expanded polystyrene as a lightweight fill material in road embankments. Publication No. 61. Norwegian Road Research Laboratory, Oslo, Norway. pp. 21-27.
    • Aaboe, R., 1987. 13 years of experience with expanded polystyrene as a lightweight fill material in road embankments. Publication No. 61. Norwegian Road Research Laboratory, Oslo, Norway. pp. 21-27.
  • 2
    • 39749140244 scopus 로고    scopus 로고
    • Abu-Hejleh, N.M., Zornberg, J.G., Elias, V., Watcharamonthein, J., 2003. Design assessment of the founders/meadows GRS abutment structure. In: Proceedings of TRB 2003 Annual Meeting CD-ROM.
    • Abu-Hejleh, N.M., Zornberg, J.G., Elias, V., Watcharamonthein, J., 2003. Design assessment of the founders/meadows GRS abutment structure. In: Proceedings of TRB 2003 Annual Meeting CD-ROM.
  • 4
    • 39749152117 scopus 로고    scopus 로고
    • ASTM-C 578, 2003. Standard specification for rigid, cellular polystyrene thermal insulation. Annual Book of ASTM Standards C578, 04.06, 6.
    • ASTM-C 578, 2003. Standard specification for rigid, cellular polystyrene thermal insulation. Annual Book of ASTM Standards C578, 04.06, 6.
  • 5
    • 39749127063 scopus 로고    scopus 로고
    • Aytekin, M., 1992. Finite element modeling of lateral Swelling pressure distribution behind earth retaining structures. Ph.D. Thesis, Department of Civil Engineering, Texas Tech University, 242.
    • Aytekin, M., 1992. Finite element modeling of lateral Swelling pressure distribution behind earth retaining structures. Ph.D. Thesis, Department of Civil Engineering, Texas Tech University, 242.
  • 6
    • 0031062363 scopus 로고    scopus 로고
    • Numerical modeling of EPS-geofoam used with swelling soil
    • Aytekin M. Numerical modeling of EPS-geofoam used with swelling soil. Geotextiles and Geomembranes 15 (1997) 133-146
    • (1997) Geotextiles and Geomembranes , vol.15 , pp. 133-146
    • Aytekin, M.1
  • 7
    • 39749145040 scopus 로고    scopus 로고
    • Bang, S., 1995. Experimental and analytical study of expanded polystyrene blocks in highway application. Proceedings of International Seminar on the Application of EPS for Embankment Construction, Korea Institute of Construction Technology (KICT), Seoul, Korea, pp. 105-133.
    • Bang, S., 1995. Experimental and analytical study of expanded polystyrene blocks in highway application. Proceedings of International Seminar on the Application of EPS for Embankment Construction, Korea Institute of Construction Technology (KICT), Seoul, Korea, pp. 105-133.
  • 8
    • 0031062364 scopus 로고    scopus 로고
    • EPS in road construction-current situation in Germany
    • Beinbrech G., and Hillmann R. EPS in road construction-current situation in Germany. Geotextiles and Geomembranes 15 1-3 (1997) 39-57
    • (1997) Geotextiles and Geomembranes , vol.15 , Issue.1-3 , pp. 39-57
    • Beinbrech, G.1    Hillmann, R.2
  • 10
    • 2642529291 scopus 로고    scopus 로고
    • Development of a hyperbolic constitutive model for expanded polystyrene (EPS) geofoam under triaxial compression tests
    • Chun B.S., Lim H.-S., Sagong M., and Kim K. Development of a hyperbolic constitutive model for expanded polystyrene (EPS) geofoam under triaxial compression tests. Geotextiles and Geomembranes 22 4 (2004) 223-237
    • (2004) Geotextiles and Geomembranes , vol.22 , Issue.4 , pp. 223-237
    • Chun, B.S.1    Lim, H.-S.2    Sagong, M.3    Kim, K.4
  • 12
    • 39749101578 scopus 로고    scopus 로고
    • Data collection will clarify clayboard doubts. In Ground Engineering. Thomas Telford, UK, April 1991.
    • Data collection will clarify clayboard doubts. In Ground Engineering. Thomas Telford, UK, April 1991.
  • 13
    • 0031062362 scopus 로고    scopus 로고
    • Measurements on a flexible pavement structure with an EPS geofoam sub-base
    • Duškov M. Measurements on a flexible pavement structure with an EPS geofoam sub-base. Geotextiles and Geomembranes 15 1-3 (1997) 5-27
    • (1997) Geotextiles and Geomembranes , vol.15 , Issue.1-3 , pp. 5-27
    • Duškov, M.1
  • 14
    • 0042133187 scopus 로고    scopus 로고
    • Three-dimensional finite element analysis of flexible pavements with an (open joints in the) EPS sub-base
    • Duškov M., and Scarpas A. Three-dimensional finite element analysis of flexible pavements with an (open joints in the) EPS sub-base. Geotextiles and Geomembranes 15 1-3 (1997) 29-38
    • (1997) Geotextiles and Geomembranes , vol.15 , Issue.1-3 , pp. 29-38
    • Duškov, M.1    Scarpas, A.2
  • 15
    • 0024857368 scopus 로고
    • Effects of geotextiles on lateral pressure and deformation in highway embankments
    • Edgar T.V., Puckett J.A., and D'Spain R.B. Effects of geotextiles on lateral pressure and deformation in highway embankments. Geotextiles and Geomembranes 8 4 (1989) 275-292
    • (1989) Geotextiles and Geomembranes , vol.8 , Issue.4 , pp. 275-292
    • Edgar, T.V.1    Puckett, J.A.2    D'Spain, R.B.3
  • 16
    • 39749139424 scopus 로고    scopus 로고
    • Elragi, A. F., 2000. Selected engineering properties and applications of EPS geofoam. Ph.D. Thesis, State University of New York College of Environmental Science and Forestry Syracuse, New York, 296.
    • Elragi, A. F., 2000. Selected engineering properties and applications of EPS geofoam. Ph.D. Thesis, State University of New York College of Environmental Science and Forestry Syracuse, New York, 296.
  • 17
    • 39749148909 scopus 로고    scopus 로고
    • Frydenlund, T. E., 1991. Expanded polystyrene: a lighter way across soft ground, Norwegian Road Research Laboratory, Internal Report, 1502, Oslo, Norway.
    • Frydenlund, T. E., 1991. Expanded polystyrene: a lighter way across soft ground, Norwegian Road Research Laboratory, Internal Report, 1502, Oslo, Norway.
  • 18
    • 39749170265 scopus 로고    scopus 로고
    • Frydenlund, T.E., Aaboe, R., 1996. Expanded polystyrene-the light solution. In: International Symposium on EPS Construction Method, EPS TOKYO'96, Japan, pp. 32-46.
    • Frydenlund, T.E., Aaboe, R., 1996. Expanded polystyrene-the light solution. In: International Symposium on EPS Construction Method, EPS TOKYO'96, Japan, pp. 32-46.
  • 19
    • 32144449215 scopus 로고    scopus 로고
    • Stress-strain modeling of EPS geofoam for large-strain applications
    • Hazarika H. Stress-strain modeling of EPS geofoam for large-strain applications. Geotextiles and Geomembranes 24 2 (2006) 79-90
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.2 , pp. 79-90
    • Hazarika, H.1
  • 20
    • 39749094948 scopus 로고    scopus 로고
    • Hillmann, R., 1996. Research projects on EPS in Germany: material behavior and full scale model studies. In: Proceedings of International Symposium on EPS Construction Method, Tokyo, Japan, pp. 105-115.
    • Hillmann, R., 1996. Research projects on EPS in Germany: material behavior and full scale model studies. In: Proceedings of International Symposium on EPS Construction Method, Tokyo, Japan, pp. 105-115.
  • 21
    • 39749171066 scopus 로고    scopus 로고
    • Horvath, J.S., 1995. Geofoam geosynthetic. Horvath Engineering, P.C., Scarsdale, New York
    • Horvath, J.S., 1995. Geofoam geosynthetic. Horvath Engineering, P.C., Scarsdale, New York
  • 22
    • 39749156971 scopus 로고    scopus 로고
    • Horvath, J.S., 1996. The compressible inclusion function of EPS geofoam: an overview. In: Proceedings of International Symposium on EPS Construction Method, Tokyo, pp. 71-81.
    • Horvath, J.S., 1996. The compressible inclusion function of EPS geofoam: an overview. In: Proceedings of International Symposium on EPS Construction Method, Tokyo, pp. 71-81.
  • 23
    • 0031062322 scopus 로고    scopus 로고
    • The compressible inclusion function of EPS geofoam
    • Horvath J.S. The compressible inclusion function of EPS geofoam. Geotextiles and Geomembrane 15 (1997) 77-120
    • (1997) Geotextiles and Geomembrane , vol.15 , pp. 77-120
    • Horvath, J.S.1
  • 24
    • 39749187190 scopus 로고    scopus 로고
    • Special issue on geofoam: overview and summary
    • Horvath J.S. Special issue on geofoam: overview and summary. Geotextiles and Geomembranes 15 (1997) 1-3
    • (1997) Geotextiles and Geomembranes , vol.15 , pp. 1-3
    • Horvath, J.S.1
  • 25
    • 39749152746 scopus 로고    scopus 로고
    • Joshi, R. P., Katti, R. K., 1980. Lateral pressure development under surcharges. In: Proceedings of the 4th International Conference on Expansive Soils, Denver, USA, pp. 227-241.
    • Joshi, R. P., Katti, R. K., 1980. Lateral pressure development under surcharges. In: Proceedings of the 4th International Conference on Expansive Soils, Denver, USA, pp. 227-241.
  • 26
    • 39749158450 scopus 로고    scopus 로고
    • 0 condition). Central Board of Irrigation and Power. Technical Report 32, New Delhi, India.
    • 0 condition). Central Board of Irrigation and Power. Technical Report 32, New Delhi, India.
  • 27
    • 33750325083 scopus 로고    scopus 로고
    • Effect of different mixing ratios of polystyrene pre-puff beads and cement on the mechanical behavior of lightweight fill
    • Liu H.-L., Deng A., and Chu J. Effect of different mixing ratios of polystyrene pre-puff beads and cement on the mechanical behavior of lightweight fill. Geotextiles and Geomembranes 24 6 (2006) 331-338
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.6 , pp. 331-338
    • Liu, H.-L.1    Deng, A.2    Chu, J.3
  • 28
    • 0024767991 scopus 로고    scopus 로고
    • Magnan, J.P., Serratrice, J.F., 1989. Mechanical properties of expanded polystyrene for applications in road embankment. Laboratoire Central Ponts et Chaussées, Paris, France, Bull Liaison LCPC, No. 164, 25-31.
    • Magnan, J.P., Serratrice, J.F., 1989. Mechanical properties of expanded polystyrene for applications in road embankment. Laboratoire Central Ponts et Chaussées, Paris, France, Bull Liaison LCPC, No. 164, 25-31.
  • 29
    • 39749192472 scopus 로고    scopus 로고
    • Miki, G., 1996. Ten year history of EPS method in Japan and its future challenges. In: Proceedings of of International Symposium on EPS Construction Method, Tokyo, Japan, pp. 394-411.
    • Miki, G., 1996. Ten year history of EPS method in Japan and its future challenges. In: Proceedings of of International Symposium on EPS Construction Method, Tokyo, Japan, pp. 394-411.
  • 30
    • 39749130924 scopus 로고    scopus 로고
    • Mohamad, E., 1996. History of EPS as embankment fill in Malaysia under PIC and its future. In: Proceedings of International Symposium on EPS Construction Method, Tokyo, Japan, 257-264.
    • Mohamad, E., 1996. History of EPS as embankment fill in Malaysia under PIC and its future. In: Proceedings of International Symposium on EPS Construction Method, Tokyo, Japan, 257-264.
  • 31
    • 0031062365 scopus 로고    scopus 로고
    • The influence of geofoam creep on the performance of a compressible inclusion
    • Murphy G.P. The influence of geofoam creep on the performance of a compressible inclusion. Geotextiles and Geomembranes 15 1-3 (1997) 121-131
    • (1997) Geotextiles and Geomembranes , vol.15 , Issue.1-3 , pp. 121-131
    • Murphy, G.P.1
  • 32
    • 39749155709 scopus 로고    scopus 로고
    • Refsdal, G., 1985. Plastic foam in road embankments: future trends of EPS use. Internal Report, Norwegian Road Research Laboratory, Oslo, Norway.
    • Refsdal, G., 1985. Plastic foam in road embankments: future trends of EPS use. Internal Report, Norwegian Road Research Laboratory, Oslo, Norway.
  • 33
    • 39749191208 scopus 로고    scopus 로고
    • Rehnman, S. E., Broms, B. B., 1972. Lateral pressures on basement wall; Results from full-scale tests. In: Proceedings of the Fifth European Conference on Soil Mechanics and Foundation Engineering, pp. 189-197.
    • Rehnman, S. E., Broms, B. B., 1972. Lateral pressures on basement wall; Results from full-scale tests. In: Proceedings of the Fifth European Conference on Soil Mechanics and Foundation Engineering, pp. 189-197.
  • 34
    • 39749185923 scopus 로고    scopus 로고
    • Riad, H.L., Ricci, A.L., Osborn, P.W., Horvath, J.S., 2003. Expanded polystyrene (EPS) geofoam for road embankments and other lightweight fills in urban environments. In: Proceedings of 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering and 39th US Rock Mechanics Symposium: Soils and Rock America 2003, pp. 1767-1772.
    • Riad, H.L., Ricci, A.L., Osborn, P.W., Horvath, J.S., 2003. Expanded polystyrene (EPS) geofoam for road embankments and other lightweight fills in urban environments. In: Proceedings of 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering and 39th US Rock Mechanics Symposium: Soils and Rock America 2003, pp. 1767-1772.
  • 35
    • 39749122604 scopus 로고    scopus 로고
    • Satyanarayana, B., 1969. Behavior of expansive soil treated or cushioned with sand. In: Proceedings of Second International Conference on Expansive Clay Soils, Texas A&M University, College Station, TX, pp. 308-316.
    • Satyanarayana, B., 1969. Behavior of expansive soil treated or cushioned with sand. In: Proceedings of Second International Conference on Expansive Clay Soils, Texas A&M University, College Station, TX, pp. 308-316.
  • 37
    • 39749149557 scopus 로고    scopus 로고
    • Stark, T.D., Arellano, D., Horvath, J.S., Leshchinsky, D., 2004. Geofoam applications in the design and construction of highway embankments. NCHRP Web Document, vol. 65, Transportation Research Board, USA.
    • Stark, T.D., Arellano, D., Horvath, J.S., Leshchinsky, D., 2004. Geofoam applications in the design and construction of highway embankments. NCHRP Web Document, vol. 65, Transportation Research Board, USA.
  • 38
    • 39749169653 scopus 로고    scopus 로고
    • Van Dorp, T., 1996. Building on EPS Geofoam in the 'low-lands' experiences in The Netherlands. In: International Symposium on EPS Construction Method, EPS TOKYO'96, Japan, pp. 60-69.
    • Van Dorp, T., 1996. Building on EPS Geofoam in the 'low-lands' experiences in The Netherlands. In: International Symposium on EPS Construction Method, EPS TOKYO'96, Japan, pp. 60-69.
  • 39
    • 33746192216 scopus 로고    scopus 로고
    • Numerical analysis of attenuation effect of EPS geofoam on stress-waves in civil defense engineering
    • Wang Z.-L., Li Y.-V.C., and Wang J.G. Numerical analysis of attenuation effect of EPS geofoam on stress-waves in civil defense engineering. Geotextiles and Geomembranes 24 5 (2006) 265-273
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.5 , pp. 265-273
    • Wang, Z.-L.1    Li, Y.-V.C.2    Wang, J.G.3
  • 40
    • 39749091047 scopus 로고    scopus 로고
    • Williams, D., Snowdon, R.A., 1990. A47 Great Yarmouth Western Bypass: performance during the first three years. Contactor Report 211, Transport and Road Research Laboratory.
    • Williams, D., Snowdon, R.A., 1990. A47 Great Yarmouth Western Bypass: performance during the first three years. Contactor Report 211, Transport and Road Research Laboratory.
  • 41
    • 33746255757 scopus 로고    scopus 로고
    • A simple elastoplastic hardening constitutive model for EPS geofoam
    • Wong H., and Leo C.J. A simple elastoplastic hardening constitutive model for EPS geofoam. Geotextiles and Geomembranes 24 5 (2006) 299-310
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.5 , pp. 299-310
    • Wong, H.1    Leo, C.J.2
  • 42
    • 39749126124 scopus 로고    scopus 로고
    • Yamanaka, H., Onuki, T., Katsurada, H., Kitada, I., Kashima, K., Takamoto, A., Maruoka, M., 1996. Use of vertical wall-type EPS elevated filling (H=15 m.) for bridge abutment backfill. In: ProcEedings of International Symposium on EPS Construction Method, Tokyo, Japan, pp. 223-233.
    • Yamanaka, H., Onuki, T., Katsurada, H., Kitada, I., Kashima, K., Takamoto, A., Maruoka, M., 1996. Use of vertical wall-type EPS elevated filling (H=15 m.) for bridge abutment backfill. In: ProcEedings of International Symposium on EPS Construction Method, Tokyo, Japan, pp. 223-233.
  • 43
    • 0034115804 scopus 로고    scopus 로고
    • Behaviour of EPS geofoam in model test on pavements
    • Zou Y., Small J.C., and Leo C.J. Behaviour of EPS geofoam in model test on pavements. Geosynthetics International 7 1 (2000) 1-22
    • (2000) Geosynthetics International , vol.7 , Issue.1 , pp. 1-22
    • Zou, Y.1    Small, J.C.2    Leo, C.J.3


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