Effect of wet and dry conditions on strength of silty sand soils stabilized with epoxy resin polymer

Journal of Applied Sciences

Volumn 10, Issue 22, 2010, Pages 2839-2846

  Naeini, Seyed Abolhassan ^a   Ghorbanalizadeh, Masoud ^a  

^a IMAM KHOMEINI INTERNATIONAL UNIVERSITY   (Iran)

Author keywords

Curlng time; Epoxy resin; Mechanical properties; Modulus of elasticity; Silty sand; Submerge

Indexed keywords

COMPRESSIVE STRENGTH; ELASTIC MODULI; EMULSIFICATION; MECHANICAL PROPERTIES; POLYMERS; SAND; SILT; SOIL TESTING;

CURING CONDITION; CURLNG TIME; LABORATORY EXPERIMENTS; POLYAMIDE HARDENER; POLYMER EMULSIONS; SILTY SANDS; SUBMERGE; UNCONFINED COMPRESSIVE STRENGTH;

EPOXY RESINS;

EID: 78049381538     PISSN: 18125654     EISSN: 18125662     Source Type: Journal    
DOI: 10.3923/jas.2010.2839.2846     Document Type: Article

References (21)

1. Ajayi-Majebi, A., W.A. Grissom, L.S. Smith and E.E. Jones, 1991. Epoxy-resin-based chemical stabilization of a fine, poorly graded soil system. Transportation Research Record No. 1295. National Research Council, Washington DC., USA. http: //pubs index, trb. org/v iew. aspx?id=359120.
2. Al-Khanbashi, A. and M. El-Gamal, 2003. Modi?cation of sandy soil using waterborne polymer. J. Applied Polymer Sci., 88: 2484-2491.
3. Al-Khanbashi, A. and S.H.W. Abdalla, 2006. Evaluation of three waterborne polymers as stabilizers for sandy soil. Geotechnical Geological Eng., 24: 1603-1625.
4. ASTM, 2000. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D 2487,USA http://www.astm.org/ Standards/D2487. htm.
5. ASTM, 2002. Standard test method for unconfined compressive strength index of chemical-grouted soils. ASTM D4219, USA. http://www.astm.org/ Standards/D 4219. htm.
6. Gopal, R., J. Singh and G. Das, 1983. Chemical Stabilisation of Sand Comparative Studies on Urea-Formaldehyde Resins as Dune Sand Stabiliser and Effect of Compaction on Strength (Part IV). Vol. 8, Indian Society of Desert Technology, Jodhpur, India.
7. Lambe, T.W. and R.V. Whitman, 1979. Soil Mechanics, Si Version. 1st Edn., John Wiley and Sons, New York, ISBN: 0471024910.
8. Mamlouk, M.S. and J.P. Zaniewski, 1999. Materials for Civil and Construction Engineers. Thomas Telford, London, pp:258.
9. Newman, K. and J.F. Rushing, 2007. Field Testing of Silty Sand Stabilized Using Combinations of Hydraulic Cements, Fibres and Polymer Emulsions. Transportation Research Board, Washington.
10. Oldham, J.C., R.C. Eaves and D.W. White, 1977. Materials Evaluated as Potential Soil Stabilizers. Defense Technical Information Center, Vicksburg.
11. Palmer, J.T., T.V. Edgar and A.P. Boresi, 1995. Strength and Density Modification of Unpaved Road Soils due to Chemical Additives. Mountain-Plains Consortium, Fargo, ND, pp:103.
12. Petty, T.M. and D.N. Little, 2002. Review of stabilization of clays and expansive soils in pavements and lightly loaded structures-histoiy, practice and future. J. Mater. Civil Eng., 14: 447-460.
13. Puppala, A.J. and S. Hanchanloet, 1999. Evaluation of a New Chemical (SA-44/LS-40) Treatment Method on Strength and Resilient Properties of a Cohesive Soil. Transportation Research Board, Washington, DC.
14. Rauch, A.F., J.S. Harmon, L.E. Katz and H.M. Liljestrand, 2002. Liquid soil stabilizers: Measured effects on engineering properties of clay. Proceedings of the 81st Transportation Research Board Annual Meeting, Jan. 13-17, Washington DC., pp: 1-21.
15. Rauch, A.F., J.S. Harmon, L.E. Katz and H.M. Liljestrand, 2003. An Analysis of the Mechanisms and Efficacy of Three Liquid Chemical Soil Stabilizers. Vol. 1, Center for Transportation Research, The University of Texas at Austin, Austin, TX.
16. Santoni, R.L., J.S. Tingle and M. Nieves, 2005. Accelerated curing of silty sand using non- traditional additives. J. Transportation Res. Board, 1936: 34-42.
17. Scholen, D.E., 1995. Stabilizer mechanisms in nonstandard stabilizers. Proceedings of the 6th International Conference on Low- Volume Road, June 25-29, Washington DC., pp: 252-260.
18. Vvedenskaya, V.A., N.E. Ogneva, V.V. Korshak, L.I. Mekhanteva and T.A. Goguadze, 1971. Consolidation of over-moist soils by copolymers of guanidine aciylate and methaciyloguanidine-urea hydrochloride with certain alkylidene bisaciylamides. Soviet Plastics, 7: 55-58.
19. Yssaad, H.R. and M. Belkhodja, 2007. The effects of bentonite on the physic chemical characteristics of sandy soils in Algeria. J. Applied Sci., 7: 2614-2645.
20. Yudianti, R. and L. Iadrarti, 2008. Effect of water soluble polymer on structure and mechanical properties of bactorial cellulose composites. J. Applied Sci., 8: 177-180.
21. Zhi, Z.D. and Y.L. Song, 2008. Utilization of a new soil stabilizer for silt subgrade. Eng. Geol., 97: 192-198.