Journal of Engineering and Applied Sciences

Year: 2020
Volume: 15
Issue: 7
Page No. 1821 - 1826

Deflection Model of Sheet Pile Wall with the Lightweight Geocomposite Backfill Soil-EPS Stabilized with Waste of Buton Asphalt

Authors : Ichsan Rauf, Lawalenna Samang, Tri Harianto and Ardy Arsyad

References

Aaboe, R., S.F. Bartlett, M. Duskov, T.E. Frydenlund and J.N. Mandal et al., 2019. Geofoam Blocks in Civil Engineering Applications. In: 5th International Conference on Geofoam Blocks in Construction Applications, Arellano, D., A.T. Ozer, S.F. Bartlett and J. Vaslestad (Eds.). Springer, Cham, Switzerland, ISBN: 978-3-319-78980-4, pp: 3-38.

Abdelrahman, G.E., 2010. Lightweight fill using sand, polystyrene beads and cement. Proc. Inst. Civ. Eng. Ground Improv., 163: 95-100.
Direct Link  |  

Abdelrahman, G.E., H.K. Mohamed and H.M. Ahmed, 2013. New replacement formations on expansive soils using recycled EPS beads. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE’13), September, 2-6, 2013, ISSMGE, Paris, pp: 3167-3170.

Arellano, D., T.D. Stark, J.S. Horvath and D. Leshchinsky, 2011. Guidelines for geofoam applications in slope stability projects. Preliminary Draft Final Rep., NCHRP Project No. 24-11, National Cooperative Highway Research Program (NCHRP), Washington DC., USA.

Budhu, M., 2010. Soil Mechanics and Foundations. 3rd Edn., Wiley Publishing, Hoboken, New Jersey, USA., ISBN: 9780470556849, Pages: 780.

Consoli, N.C., C.A. Ruver and F. Schnaid, 2013. Uplift performance of anchor plates embedded in cement-stabilized backfill. J. Geotech. Geoenviron. Eng., 139: 511-517.
CrossRef  |  Direct Link  |  

Cui, Y.J. and P. Delage, 1996. Yielding and plastic behaviour of an unsaturated compacted silt. Geotechnique, 46: 291-311.
Direct Link  |  

Das, B.M., 2012. Principles of Geotechnical Engineering. 8th Edn., Cengage Learning, Stamford, Connecticut, USA., Pages: 771.

Dave, T. and S. Dasaka, 2012. Transition of earth pressure on rigid retaining walls subjected to surcharge loading. Int. J. Geotechn. Eng., 6: 427-436.
CrossRef  |  Direct Link  |  

Guyer, J.P., 2013. An introduction to foundations on fill and backfilling. Continuing Education and DevelopmentInc., New York, USA. https://www.cedengineering.com/userfiles/Intro%20to%20Foundations%20on%20Fill%20and%20Backfilling.pdf

Haghi, A.K., M. Arabani and M.V. Karami, 2006. Applications of Expanded Polystyrene (EPS) beads and polyamide 66 in civil engineering, part two: Stabilization of clayey sand by lime/polyamide-66. Compos. Interf., 13: 451-459.
CrossRef  |  Direct Link  |  

Harianto, T., Y.J. Du, S. Hayashi, D. Suetsugu and Y. Nanri, 2008. Geotechnical properties of soil-fibre mixture as a landfill cover barrier material. J. Southeast Asian Geotechn. Soc., 39: 137-143.
Direct Link  |  

Horvath, J.S., 1994. Expanded Polystyrene (EPS) geofoam: An introduction to material behavior. Geotext. Geomembr., 13: 263-280.
Direct Link  |  

Horvath, J.S., 1997. The compressible inclusion function of EPS geofoam. Geotext. Geomembr., 15: 77-120.
Direct Link  |  

Hossain, M.B., M.Z. Hossain and T. Sakai, 2012. Interaction properties of geosynthetic with different backfill soils. Int. J. Geosci., 3: 1033-1039.
CrossRef  |  Direct Link  |  

Koerner, R.M. and G.R. Koerner, 2013. A data base, statistics and recommendations regarding 171 failed geosynthetic reinforced Mechanically Stabilized Earth (MSE) walls. Geotext. Geomembr., 40: 20-27.
Direct Link  |  

Liu, Y.Y., F. Xiao, Y. Dong, H. Su, Y.H. Jiang and Q. Yang, 2016. Research on swelling characteristics of a mixture of waste EPS particles and expansive soil impacted by initial water content. Proceedings of the 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE’2016), July 30-31, 2016, Atlantis Press, Zhuhai, China, pp: 1005-1012.

Nasr, A.M., 2014. Behavior of strip footing on fiber-reinforced cemented sand adjacent to sheet pile wall. Geotext. Geomembr., 42: 599-610.
CrossRef  |  Direct Link  |  

Negussey, D. and M. Jahanandish, 1993. Comparison of some engineering properties of expanded polystyrene with those of soils (with discussion and closure). Transp. Res. Rec., 1: 43-50.
Direct Link  |  

Ojuri, O.O. and S.A. Ademola, 2016. Compaction and strength characteristics of modified waste Expanded Polystyrene (EPS) mixed with a standard sand. Proceedings of the 4th International Conference on Geo-China, July 25-27, 2016, American Society of Civil Engineers, Shandong, China, pp: 85-92.

Okonta, F., 2015. Preliminary laboratory assessments of a lightweight geocomposite material for embankment fill application. South Afr. J. Sci., 111: 1-9.
CrossRef  |  Direct Link  |  

Olson, R.E., 1993. Failure of a twenty-foot high retaining wall. Proceedings of the 3rd International Conference on Case Histories in Geotechnical Engineering, June 1-4, 1993, Missouri University of Science and Technology, St. Louis, Missouri, pp: 791-799.

Rocco, N.T., 2012. Characterization of Expanded Polystyrene (EPS) and cohesive soil mixtures. Ph.D. Thesis, Missouri University of Science and Technology, Rolla, Missouri, USA.

Sharma, B. and A. Deka, 2016. Static compaction test and determination of equivalent static pressure. Proceedings of the Indian Conference on Geotechnical (IGC’16), December 15-17, 2016, IIT Madras, Chennai, India, pp: 1-4.

Vahedifard, F., F.S. Tehrani, V. Galavi, E. Ragno and A. AghaKouchak, 2017. Resilience of MSE walls with marginal backfill under a changing climate: Quantitative assessment for extreme precipitation events. J. Geotechn. Geoenviron. Eng., Vol. 143, No. 9.

Yoo, C. and H.Y. Jung, 2006. Case history of geosynthetic reinforced segmental retaining wall failure. J. Geotechn. Geoenviron. Eng., 132: 1538-1548.
Direct Link  |  

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