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Erschienen in: International Journal of Geosynthetics and Ground Engineering 3/2021

01.09.2021 | Original Paper

A Numerical Study on the Role of EPS Geofoam in Reducing Earth Pressure on Retaining Structures Under Dynamic Loading

verfasst von: Muhammad Imran Khan, Mohamed A. Meguid

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 3/2021

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Abstract

The magnitude of lateral earth pressure plays an important role in the analysis and design of earth retaining structures. Expanded polystyrene (EPS) geofoam panels have been successfully used in reducing lateral thrust on walls under static loading condition. The presence of geofoam panels between a rigid wall and the backfill soil allows for controlled deformation to develop, which leads to the mobilization of soil shear strength. When subjected to dynamic loading, the magnitude of earth pressure acting on a rigid wall can become significantly larger. In this study, a finite element model is developed to investigate the effectiveness of installing geofoam buffer behind a rigid retaining wall on the seismic lateral thrust induced by the backfill material. A parametric study was then conducted to investigate the effect of geofoam density, relative thickness of the geofoam with respect to the wall height and the friction angle of the backfill soil on the effectiveness of this technique to reduce the impact of seismic events on the stability of the wall. Results showed that provision of geofoam behind rigid non-yielding retaining wall can provide 10–40% reduction in seismic thrust depending on the geofoam density, relative thickness and frictional properties of the backfill soil.

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Literatur
1.
Zurück zum Zitat Horvath JS (1992) New developments in geosynthetics; ‘lite’ products come of age. Standardization News 20(9):50–53 Horvath JS (1992) New developments in geosynthetics; ‘lite’ products come of age. Standardization News 20(9):50–53
2.
Zurück zum Zitat Horvath JS (1995) Geofoam geosynthetic,. Horvath engineering, New York, p 217 Horvath JS (1995) Geofoam geosynthetic,. Horvath engineering, New York, p 217
3.
Zurück zum Zitat Horvath JS (1991) The case of an additional function. IGS News 7(3):17–18 Horvath JS (1991) The case of an additional function. IGS News 7(3):17–18
4.
Zurück zum Zitat Aaboe R (2000) Evidence of EPS long term performance and durability as a lightweight fill. Vegteknisk avdeling Aaboe R (2000) Evidence of EPS long term performance and durability as a lightweight fill. Vegteknisk avdeling
5.
Zurück zum Zitat Frydenlund T (1991) Expanded polystyrene: a lighter way across soft ground, vol 1502. ICON Group International Frydenlund T (1991) Expanded polystyrene: a lighter way across soft ground, vol 1502. ICON Group International
6.
Zurück zum Zitat Elragi AF (2000) Selected engineering properties and applications of EPS geofoam. ProQuest Dissertations and Theses Elragi AF (2000) Selected engineering properties and applications of EPS geofoam. ProQuest Dissertations and Theses
7.
Zurück zum Zitat Jutkofsky W, Sung J, Negussey D (2000) Stabilization of embankment slope with geofoam. Transport Res Rec JTransport Res Board 1736:94–102CrossRef Jutkofsky W, Sung J, Negussey D (2000) Stabilization of embankment slope with geofoam. Transport Res Rec JTransport Res Board 1736:94–102CrossRef
8.
Zurück zum Zitat Sheeley M (2000) Slope stabilization utilizing geofoam. Master's thesis, Syracuse University, New York Sheeley M (2000) Slope stabilization utilizing geofoam. Master's thesis, Syracuse University, New York
9.
Zurück zum Zitat Srirajan S (2001) Recycled content and creep performance of EPS geofoam in slope stabilization. Doctoral dissertation. Syracuse University, New York Srirajan S (2001) Recycled content and creep performance of EPS geofoam in slope stabilization. Doctoral dissertation. Syracuse University, New York
10.
Zurück zum Zitat Negussey D (2002) Slope stabilization with geofoam. Report to FHWA and the EPS industry. Geofoam research center, Syracuse University, New York Negussey D (2002) Slope stabilization with geofoam. Report to FHWA and the EPS industry. Geofoam research center, Syracuse University, New York
11.
Zurück zum Zitat Stark TD, Arellano D, Horvath JS, Leshchinsky D (2004) Geofoam applications in the design and construction of highway embankments. NCHRP Web Doc 65:24–11 Stark TD, Arellano D, Horvath JS, Leshchinsky D (2004) Geofoam applications in the design and construction of highway embankments. NCHRP Web Doc 65:24–11
12.
Zurück zum Zitat Duskov M (1991) Use of expanded polystyrene (EPS) in flexible pavements on poor subgrades. In: Proceedings of the International Conference on geotechnical engineering for coastal development, pp 783–788 Duskov M (1991) Use of expanded polystyrene (EPS) in flexible pavements on poor subgrades. In: Proceedings of the International Conference on geotechnical engineering for coastal development, pp 783–788
14.
Zurück zum Zitat Riad HL, Ricci AL, Osborn PW, Horvath JS (2003) Expanded polystyrene (EPS) geofoam for road embankments and other lightweight fills in urban environments. In: Soil and Rock America, 12th Pan-American Conference on soil mechanics and geotechnical engineering and 39th US Rock Mechanics Symposium Riad HL, Ricci AL, Osborn PW, Horvath JS (2003) Expanded polystyrene (EPS) geofoam for road embankments and other lightweight fills in urban environments. In: Soil and Rock America, 12th Pan-American Conference on soil mechanics and geotechnical engineering and 39th US Rock Mechanics Symposium
15.
Zurück zum Zitat Refsdal G (1985) Plastic foam in road embankments: future trends for EPS use. Internal report, Norwegian Road Research Laboratory, Oslo, Norway Refsdal G (1985) Plastic foam in road embankments: future trends for EPS use. Internal report, Norwegian Road Research Laboratory, Oslo, Norway
16.
Zurück zum Zitat Aaboe R (1987) 13 years of experience with expanded polystyrene as a lightweight fill material in road embankments. Nor Road Res Lab Publ 61:21–27 Aaboe R (1987) 13 years of experience with expanded polystyrene as a lightweight fill material in road embankments. Nor Road Res Lab Publ 61:21–27
17.
Zurück zum Zitat Zou Y, Leo C, Small J (2000) Behaviour of EPS geofoam as flexible pavement subgrade material in model tests. Geosynth Int 7(1):1–22CrossRef Zou Y, Leo C, Small J (2000) Behaviour of EPS geofoam as flexible pavement subgrade material in model tests. Geosynth Int 7(1):1–22CrossRef
18.
Zurück zum Zitat Negussey D, Stuedlein A, Bartlett S, Farnsworth C (2001) Performance of a geofoam embankment at 100 South, I-15 reconstruction project, Salt Lake City, Utah. In: Proceedings on 3rd International Conference on EPS Geofoam Negussey D, Stuedlein A, Bartlett S, Farnsworth C (2001) Performance of a geofoam embankment at 100 South, I-15 reconstruction project, Salt Lake City, Utah. In: Proceedings on 3rd International Conference on EPS Geofoam
19.
Zurück zum Zitat Farnsworth C, Bartlett SF, Negussey D, Stuedlein A (2008) Rapid construction and settlement behavior of embankment systems on soft foundation soils. J Geotech Geo-Environ Engg 134(3):289–301CrossRef Farnsworth C, Bartlett SF, Negussey D, Stuedlein A (2008) Rapid construction and settlement behavior of embankment systems on soft foundation soils. J Geotech Geo-Environ Engg 134(3):289–301CrossRef
20.
Zurück zum Zitat Frydenlund T, Aaboe R (1996) Expanded polystyrene-the light solution. In: Proceedings of international symposium on EPS construction method (EPS-Tokyo'96), Tokyo, Japan, pp 31–46 Frydenlund T, Aaboe R (1996) Expanded polystyrene-the light solution. In: Proceedings of international symposium on EPS construction method (EPS-Tokyo'96), Tokyo, Japan, pp 31–46
21.
Zurück zum Zitat Williams, D.; Snowdon, R. (1990) A 47 Great Yarmouth Western Bypass: Performance during the First Three Years (No. 11); Transport and Road Research Laboratory (TRRL): Berkshire, UK, 1990 Williams, D.; Snowdon, R. (1990) A 47 Great Yarmouth Western Bypass: Performance during the First Three Years (No. 11); Transport and Road Research Laboratory (TRRL): Berkshire, UK, 1990
22.
Zurück zum Zitat Skuggedal H, Aaboe R (1991) Temporary overpass bridge founded on expanded polystyrene. In: Proceedings of the 1st European conference on soil mechanics and foundation engineering, pp 559–561 Skuggedal H, Aaboe R (1991) Temporary overpass bridge founded on expanded polystyrene. In: Proceedings of the 1st European conference on soil mechanics and foundation engineering, pp 559–561
23.
Zurück zum Zitat McDonald P, Brown P (1993) Ultra lightweight polystyrene for bridge approach fill. In: Proceedings of the 11th Southeast Asian geotechnical conference, Singapore, pp 664–668 McDonald P, Brown P (1993) Ultra lightweight polystyrene for bridge approach fill. In: Proceedings of the 11th Southeast Asian geotechnical conference, Singapore, pp 664–668
24.
Zurück zum Zitat Bang S (1995) Experimental and analytical study of expanded polystyrene blocks in highway application. In: 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. In: Proceedings of international seminar on the application of EPS for embankment construction, Korea Institute of Construction Technology (KICT), Seoul, Korea, pp 105–133
25.
Zurück zum Zitat Abu-Hejleh N, Zornberg JG, Elias V, Watcharamonthein J (2003) Design assessment of the founders/meadows GRS abutment structure. In: Proceedings of 82nd annual TRB meeting Abu-Hejleh N, Zornberg JG, Elias V, Watcharamonthein J (2003) Design assessment of the founders/meadows GRS abutment structure. In: Proceedings of 82nd annual TRB meeting
26.
Zurück zum Zitat Meguid M, Ahmed M, Hussein M, Omeman Z (2017) Earth pressure distribution on a rigid box covered with u-shaped geofoam wrap. Int J Geosyn Ground Eng 3(2):11CrossRef Meguid M, Ahmed M, Hussein M, Omeman Z (2017) Earth pressure distribution on a rigid box covered with u-shaped geofoam wrap. Int J Geosyn Ground Eng 3(2):11CrossRef
27.
Zurück zum Zitat Meguid M, Hussein M (2017) A numerical procedure for the assessment of contact pressures on buried structures overlain by EPS geofoam inclusion. Int J Geosyn Ground Eng 3(1):2CrossRef Meguid M, Hussein M (2017) A numerical procedure for the assessment of contact pressures on buried structures overlain by EPS geofoam inclusion. Int J Geosyn Ground Eng 3(1):2CrossRef
28.
Zurück zum Zitat Meguid M, Hussein M, Ahmed M, Omeman Z, Whalen J (2017) Investigation of soil-geosynthetic-structure interaction associated with induced trench installation. Geotext Geomembr 45(4):320–330CrossRef Meguid M, Hussein M, Ahmed M, Omeman Z, Whalen J (2017) Investigation of soil-geosynthetic-structure interaction associated with induced trench installation. Geotext Geomembr 45(4):320–330CrossRef
29.
Zurück zum Zitat Zarnani S, Bathurst R (2007) Experimental investigation of EPS geofoam seismic buffers using shaking table tests. Geosynth Int 14(3):165–177CrossRef Zarnani S, Bathurst R (2007) Experimental investigation of EPS geofoam seismic buffers using shaking table tests. Geosynth Int 14(3):165–177CrossRef
30.
Zurück zum Zitat Horvath JS (1997) The compressible inclusion function of EPS geofoam. Geotext Geomembr 15(1):77–120CrossRef Horvath JS (1997) The compressible inclusion function of EPS geofoam. Geotext Geomembr 15(1):77–120CrossRef
31.
Zurück zum Zitat Bathurst RJ, Keshavarz A, Zarnani S, Take WA (2007) A simple displacement model for response analysis of EPS geofoam seismic buffers. Soil Dyn Earthq Eng 27(4):344–353CrossRef Bathurst RJ, Keshavarz A, Zarnani S, Take WA (2007) A simple displacement model for response analysis of EPS geofoam seismic buffers. Soil Dyn Earthq Eng 27(4):344–353CrossRef
32.
Zurück zum Zitat Ossa A, Romo M (2011) Dynamic characterization of EPS geofoam. Geotext Geomembr 29(1):40–50CrossRef Ossa A, Romo M (2011) Dynamic characterization of EPS geofoam. Geotext Geomembr 29(1):40–50CrossRef
33.
Zurück zum Zitat Partos A, Kazaniwsky P (1987) Geoboard reduces lateral earth pressures. In: Proceedings of geosynthetics' 87 conference, New Orleans, USA, pp 628–639 Partos A, Kazaniwsky P (1987) Geoboard reduces lateral earth pressures. In: Proceedings of geosynthetics' 87 conference, New Orleans, USA, pp 628–639
34.
Zurück zum Zitat Horvath JS (2010) Lateral pressure reduction on earth-retaining structures using geofoams: correcting some misunderstandings. In: Earth retention conference, pp 862–869 Horvath JS (2010) Lateral pressure reduction on earth-retaining structures using geofoams: correcting some misunderstandings. In: Earth retention conference, pp 862–869
35.
Zurück zum Zitat Koseki J, Bathurst RJ, Guler E, Kuwano J, Maugeri M (2006) Seismic stability of reinforced soil walls. In: Paper presented at the 8th international conference on geosynthetics, Yokohama, Japan, September 2006, pp 18–22 Koseki J, Bathurst RJ, Guler E, Kuwano J, Maugeri M (2006) Seismic stability of reinforced soil walls. In: Paper presented at the 8th international conference on geosynthetics, Yokohama, Japan, September 2006, pp 18–22
36.
Zurück zum Zitat AASHTO (2010) American Association of State Highway and Transportation Officials LRFD bridge design specifications, 5th edn. AASHTO, Washington, DC AASHTO (2010) American Association of State Highway and Transportation Officials LRFD bridge design specifications, 5th edn. AASHTO, Washington, DC
37.
Zurück zum Zitat NBCC (2010) National Building Code of Canada. National Research Council of Canada, Ottawa NBCC (2010) National Building Code of Canada. National Research Council of Canada, Ottawa
38.
Zurück zum Zitat Inglis D, Macleod G, Naesgaard E, Zergoun M (1996) Basement wall with seismic earth pressures and novel expanded polystyrene foam buffer layer. In: Paper presented at the 10th annual symposium on Earth retention system, Vancouver, Canada Inglis D, Macleod G, Naesgaard E, Zergoun M (1996) Basement wall with seismic earth pressures and novel expanded polystyrene foam buffer layer. In: Paper presented at the 10th annual symposium on Earth retention system, Vancouver, Canada
39.
Zurück zum Zitat Gaskin AP (2000) Geofoam buffers for rigid walls: An investigation into the use of expanded polystyrene for seismic buffers. Master's Thesis, Queen's University, Kingston, Canada Gaskin AP (2000) Geofoam buffers for rigid walls: An investigation into the use of expanded polystyrene for seismic buffers. Master's Thesis, Queen's University, Kingston, Canada
40.
Zurück zum Zitat Hazarika H, Okuzono S, Matsuo Y (2003) Compressible geo-inclusion as a seismic earth pressure reduction technique. In: Paper presented at the 38th Japan National conference on geotechnical engineering Hazarika H, Okuzono S, Matsuo Y (2003) Compressible geo-inclusion as a seismic earth pressure reduction technique. In: Paper presented at the 38th Japan National conference on geotechnical engineering
41.
Zurück zum Zitat Athanasopoulos GA, Nikolopoulou CP, Xenaki VC, Stathopoulou VD (2007) Reducing the seismic earth pressure on retaining walls by EPS geofoam buffers—numerical parametric study. In: Paper presented at the geosynthetics conference, Washington DC, USA Athanasopoulos GA, Nikolopoulou CP, Xenaki VC, Stathopoulou VD (2007) Reducing the seismic earth pressure on retaining walls by EPS geofoam buffers—numerical parametric study. In: Paper presented at the geosynthetics conference, Washington DC, USA
43.
Zurück zum Zitat Athanasopoulos-Zekkos A, Lamote K, Athanasopoulos G (2011) Seismic isolation of earth retaining walls using EPS compressible inclusions—results from centrifuge testing. In: Paper presented at the 4th international conference on geofoam blocks in construction applications, Lillestrøm, Norway Athanasopoulos-Zekkos A, Lamote K, Athanasopoulos G (2011) Seismic isolation of earth retaining walls using EPS compressible inclusions—results from centrifuge testing. In: Paper presented at the 4th international conference on geofoam blocks in construction applications, Lillestrøm, Norway
44.
Zurück zum Zitat Dasaka SM, Dave TN, Gade VK, Chauhan VB (2014) Seismic earth pressure reduction on gravity retaining walls using eps geofoam. In: Paper presented at the 8th international conference on physical modelling in geotechnical engineering, Perth, Australia Dasaka SM, Dave TN, Gade VK, Chauhan VB (2014) Seismic earth pressure reduction on gravity retaining walls using eps geofoam. In: Paper presented at the 8th international conference on physical modelling in geotechnical engineering, Perth, Australia
46.
Zurück zum Zitat Partos A, Kazaniwsky P (1987 ) Geoboard reduces lateral earth pressures. In: Proceedings of geosynthetics, pp 628–639 Partos A, Kazaniwsky P (1987 ) Geoboard reduces lateral earth pressures. In: Proceedings of geosynthetics, pp 628–639
47.
Zurück zum Zitat McGown A, Andrawes KZ, Murray RT (1988) Controlled yielding of the lateral boundaries of soil retaining structures. In: Symposium on geosynthetics for soil improvement at the ASCE convention. vol Geotechnical Special McGown A, Andrawes KZ, Murray RT (1988) Controlled yielding of the lateral boundaries of soil retaining structures. In: Symposium on geosynthetics for soil improvement at the ASCE convention. vol Geotechnical Special
48.
Zurück zum Zitat Karpurapu R, Bathurst R (1992) Numerical investigation of controlled yielding of soil-retaining wall structures. Geotext Geomembr 11(2):115–131CrossRef Karpurapu R, Bathurst R (1992) Numerical investigation of controlled yielding of soil-retaining wall structures. Geotext Geomembr 11(2):115–131CrossRef
49.
Zurück zum Zitat Horvath JS (2004) Geofoam compressible inclusions: the new frontier in earth retaining structures. In: Geotechnical engineering for transportation projects, pp 1925–1934 Horvath JS (2004) Geofoam compressible inclusions: the new frontier in earth retaining structures. In: Geotechnical engineering for transportation projects, pp 1925–1934
50.
Zurück zum Zitat Lutenegger AJ, Ciufetti M (2009) Full-scale pilot study to reduce lateral stresses in retaining structures using geofoam. Final report, project No RSCH010–983 Vermont DOT, University of Massachusetts, Amherst, MA Lutenegger AJ, Ciufetti M (2009) Full-scale pilot study to reduce lateral stresses in retaining structures using geofoam. Final report, project No RSCH010–983 Vermont DOT, University of Massachusetts, Amherst, MA
51.
Zurück zum Zitat Ertugrul OL, Trandafir AC (2011) Reduction of lateral earth forces acting on rigid nonyielding retaining walls by EPS geofoam inclusions. J Mater Civ Eng 23(12):1711–1718CrossRef Ertugrul OL, Trandafir AC (2011) Reduction of lateral earth forces acting on rigid nonyielding retaining walls by EPS geofoam inclusions. J Mater Civ Eng 23(12):1711–1718CrossRef
52.
Zurück zum Zitat Athanasopoulos-Zekkos A, Lamote K, Athanasopoulos G (2012) Use of EPS geofoam compressible inclusions for reducing the earthquake effects on yielding earth retaining structures. Soil Dyn Earthq Eng 41:59–71CrossRef Athanasopoulos-Zekkos A, Lamote K, Athanasopoulos G (2012) Use of EPS geofoam compressible inclusions for reducing the earthquake effects on yielding earth retaining structures. Soil Dyn Earthq Eng 41:59–71CrossRef
53.
Zurück zum Zitat McGown A, Murray R, Andrawes K (1987) Influence of wall yielding on lateral stresses in unreinforced and reinforced fills. Research Report 113, Transportation and Road Research Laboratory, Crowthorne, Berkshire, UK McGown A, Murray R, Andrawes K (1987) Influence of wall yielding on lateral stresses in unreinforced and reinforced fills. Research Report 113, Transportation and Road Research Laboratory, Crowthorne, Berkshire, UK
54.
Zurück zum Zitat Khan MI, Meguid MA (2021) Evaluating the role of geofoam properties in reducing lateral loads on retaining walls: a numerical study. Sustainability 13(9):4754CrossRef Khan MI, Meguid MA (2021) Evaluating the role of geofoam properties in reducing lateral loads on retaining walls: a numerical study. Sustainability 13(9):4754CrossRef
55.
Zurück zum Zitat Inglis D, Macleod G, Naesgaard E, Zergoun M (1996) Basement wall with seismic earth pressures and novel expanded polystyrene foam buffer layer. In: Proceedings of the 10th annual symposium of the Vancouver geotechnical society, Vancouver, BC Inglis D, Macleod G, Naesgaard E, Zergoun M (1996) Basement wall with seismic earth pressures and novel expanded polystyrene foam buffer layer. In: Proceedings of the 10th annual symposium of the Vancouver geotechnical society, Vancouver, BC
56.
Zurück zum Zitat Sarma SK (1973) Stability Analysis of Embankments and Slopes. Geotechnique 23(3):423–433 Sarma SK (1973) Stability Analysis of Embankments and Slopes. Geotechnique 23(3):423–433
57.
Zurück zum Zitat Byrne PM, Jitno H, Salgado F (1992) Earthquake induced displacements of soil-structures systems. In: Proceedings of 10th World conference on earthquake engineering, pp 1407–1412 Byrne PM, Jitno H, Salgado F (1992) Earthquake induced displacements of soil-structures systems. In: Proceedings of 10th World conference on earthquake engineering, pp 1407–1412
58.
Zurück zum Zitat Jitno H, Byrne PM (1994) (1994) A procedure for predicting seismic deformation of earth structures. Vertical and horizontal deformations of foundations and embankments. ASCE, pp 711–725 Jitno H, Byrne PM (1994) (1994) A procedure for predicting seismic deformation of earth structures. Vertical and horizontal deformations of foundations and embankments. ASCE, pp 711–725
59.
Zurück zum Zitat Byrne PM, Janzen W (1981) Soil stress: a computer program for nonlinear analysis of stresses and deformations in soils. Department of Civil Engineering, University of British Columbia Byrne PM, Janzen W (1981) Soil stress: a computer program for nonlinear analysis of stresses and deformations in soils. Department of Civil Engineering, University of British Columbia
60.
Zurück zum Zitat Cundall P, Board M (1988) A microcomputer program for modelling large-strain plasticity problems. In: Proceedings of the sixth international conference on numerical methods in geomechanics, vol1–3. Innsbruck, Austria, 11–15 April 1988 Cundall P, Board M (1988) A microcomputer program for modelling large-strain plasticity problems. In: Proceedings of the sixth international conference on numerical methods in geomechanics, vol1–3. Innsbruck, Austria, 11–15 April 1988
61.
Zurück zum Zitat Hazarika H, Okuzono S, Matsuo Y (2003) Seismic stability enhancement of rigid nonyielding structures. In: Paper presented at the 13th international offshore and polar engineering conference, Honolulu, Hawaii, USA Hazarika H, Okuzono S, Matsuo Y (2003) Seismic stability enhancement of rigid nonyielding structures. In: Paper presented at the 13th international offshore and polar engineering conference, Honolulu, Hawaii, USA
62.
Zurück zum Zitat Dave TN, Dasaka SM (2015) Effect of boundary conditions on earth pressure reduction using eps geofoam. In: Paper presented at the 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, Japan Dave TN, Dasaka SM (2015) Effect of boundary conditions on earth pressure reduction using eps geofoam. In: Paper presented at the 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, Japan
63.
Zurück zum Zitat Ertugrul OL, Trandafir AC (2012) A physical modeling study on the dynamic response of flexible retaining walls with deformable EPS inclusion. In: Paper presented at the 15th World Conference on Earthquake Engineering, Lisbon, Portugal Ertugrul OL, Trandafir AC (2012) A physical modeling study on the dynamic response of flexible retaining walls with deformable EPS inclusion. In: Paper presented at the 15th World Conference on Earthquake Engineering, Lisbon, Portugal
65.
Zurück zum Zitat Pelekis P, Xenaki V, Athanasopoulos G (2000) Use of EPS geofoam for seismic isolation of earth retaining structures: Results of a FEM study. In: Proceedings of the 2nd European geosynthetics conference, Bologna, Italy, pp 15–18 Pelekis P, Xenaki V, Athanasopoulos G (2000) Use of EPS geofoam for seismic isolation of earth retaining structures: Results of a FEM study. In: Proceedings of the 2nd European geosynthetics conference, Bologna, Italy, pp 15–18
66.
Zurück zum Zitat Armstrong R, Alfaro M (2003) Reduction of seismic-induced pressures on rigid retaining structures using compressible inclusions: a numerical study. In: Proceedings of the 56th Canadian geotechnical conference, Winnipeg, Man, pp 500–505 Armstrong R, Alfaro M (2003) Reduction of seismic-induced pressures on rigid retaining structures using compressible inclusions: a numerical study. In: Proceedings of the 56th Canadian geotechnical conference, Winnipeg, Man, pp 500–505
68.
Zurück zum Zitat Zarnani S, Bathurst RJ (2005) Numerical Investigation of geofoam seismic buffers using FLAC. In: Paper presented at the North American geosynthetics society (NAGS)/GR119 conference, Las Vegas, NV, USA Zarnani S, Bathurst RJ (2005) Numerical Investigation of geofoam seismic buffers using FLAC. In: Paper presented at the North American geosynthetics society (NAGS)/GR119 conference, Las Vegas, NV, USA
69.
Zurück zum Zitat Zarnani S, Bathurst R (2010) Numerical parametric study of geofoam seismic buffers with different constitutive models. In: Proceedings of the 9th international geosynthetics conference, 2010, pp 1665–1668 Zarnani S, Bathurst R (2010) Numerical parametric study of geofoam seismic buffers with different constitutive models. In: Proceedings of the 9th international geosynthetics conference, 2010, pp 1665–1668
71.
Zurück zum Zitat Athanasopoulos G, Nikolopoulou C, Xenaki V, Stathopoulou V (2007) Reducing the seismic earth pressures on retaining walls by EPS geofoam buffers—numerical parametric analyses. In: Proceeding of geosynthetics Athanasopoulos G, Nikolopoulou C, Xenaki V, Stathopoulou V (2007) Reducing the seismic earth pressures on retaining walls by EPS geofoam buffers—numerical parametric analyses. In: Proceeding of geosynthetics
73.
Zurück zum Zitat Wang YM, Li H, Zhang H (2012) Numerical simulation for dynamic response of EPS geofoam seismic buffers. Adv Mater Res 378:256–261 Wang YM, Li H, Zhang H (2012) Numerical simulation for dynamic response of EPS geofoam seismic buffers. Adv Mater Res 378:256–261
74.
Zurück zum Zitat Wang D, Bathurst RJ (2012) Numerical analysis of earthquake load mitigation on rigid retaining walls using EPS geofoam. Open Civ Eng J 6:21–25CrossRef Wang D, Bathurst RJ (2012) Numerical analysis of earthquake load mitigation on rigid retaining walls using EPS geofoam. Open Civ Eng J 6:21–25CrossRef
75.
Zurück zum Zitat Iai S (1989) Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field. Soils Found 29(1):105–118CrossRef Iai S (1989) Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field. Soils Found 29(1):105–118CrossRef
77.
Zurück zum Zitat Matsuo O, Yokoyama K, Saito Y (1998) Shaking table tests and analyses of geosynthetic-reinforced soil retaining walls. Geosynth Int 5(1–2):97–126CrossRef Matsuo O, Yokoyama K, Saito Y (1998) Shaking table tests and analyses of geosynthetic-reinforced soil retaining walls. Geosynth Int 5(1–2):97–126CrossRef
78.
Zurück zum Zitat Brinkgreve R, Kumarswamy S, Swolfs W, Waterman D, Chesaru A, Bonnier P (2020) PLAXIS 2D Version 20.03.00.60. Netherlands Brinkgreve R, Kumarswamy S, Swolfs W, Waterman D, Chesaru A, Bonnier P (2020) PLAXIS 2D Version 20.03.00.60. Netherlands
79.
Zurück zum Zitat Schanz T (1999) Formulation and verification of the Hardening-Soil model. In: RBJ Brinkgreve, beyond 2000 in computational geotechnics, pp 281–290 Schanz T (1999) Formulation and verification of the Hardening-Soil model. In: RBJ Brinkgreve, beyond 2000 in computational geotechnics, pp 281–290
Metadaten
Titel
A Numerical Study on the Role of EPS Geofoam in Reducing Earth Pressure on Retaining Structures Under Dynamic Loading
verfasst von
Muhammad Imran Khan
Mohamed A. Meguid
Publikationsdatum
01.09.2021
Verlag
Springer International Publishing
Erschienen in
International Journal of Geosynthetics and Ground Engineering / Ausgabe 3/2021
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI
https://doi.org/10.1007/s40891-021-00304-8

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