Effect of binder and silica sand on unconfined compressive strength of cemented peat

Sing, W.L. and Hashim, Roslan and Ali, F. (2011) Effect of binder and silica sand on unconfined compressive strength of cemented peat. International Journal of Physical Sciences, 6 (13). pp. 3047-3053. ISSN 19921950

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The aim of this paper is to evaluate the unconfined compressive strength of cemented peat in comparison to that of untreated peat. A laboratory study on the unconfined compressive strength of cemented peat is important in order to formulate a suitable and economical mix design for stabilized peat columns developed in deep peatland to support highway construction. To characterize the strength behavior of cemented peat, 14 test specimens of different mix designs of the cemented soil were prepared and tested in unconfined compression tests. The results revealed that test specimen with a mix design of 300 kg m-3 binder dosage by mass of wet peat (90 MASCRETE and 10 kaolinite in composition), 4 calcium chloride by mass of binder, and 25 silica sand by volume of wet peat gave the highest unconfined compressive strength of 413.0 kPa after 7 curing days in water. Such positive finding was largely attributed to the reactivity of the binder, calcium chloride and silica sand with wet peat. Thus, it can be concluded that high strength cemented peat can be produced when the MASCRETE and kaolinite stabilized peat admixture with silica sand acting as a filler, was activated by calcium chloride that accelerated the rate of cement hydration in the soil.

Item Type: Article
Additional Information: Export Date: 16 December 2013 Source: Scopus Language of Original Document: English Correspondence Address: Sing, W. L.; Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional, Km 7, Jalan Kajang-Puchong, Kajang 43009, Selangor, Malaysia; email: wongls79@gmail.com References: Ahnberg, H., Consolidation stress effects on the strength of stabilised Swedish soils (2006) Ground Improvement, 10 (1), pp. 1-13; Budhu, M., (2000) Soil mechanics and foundations, , 1st ed., John Wiley and Sons, New York; Chen, H., Wang, Q., The behaviour of organic matter in the process of soft soil stabilization using cement (2006) B. Eng. Geo. Environ., 65 (4), pp. 445-448; Consoli, N.C., Rotta, G.V., Prietto, P.D.M., Influence of curing under stress on the triaxial response of cemented soils (2002) Geotechnique, 52 (5), pp. 382-384; Deer, W.A., Howie, R.A., Zussman, J., (1992) An introduction to the rockforming minerals, , 2nd ed., Longman, Harlow; Dhowian, A.W., Edil, T.B., Consolidation behavior of peats (1980) Geotech. Test. J., 3 (3), pp. 105-114; Head, K.H., (1982) Manual of soil laboratory testing (Volume 2: Permeability, shear strength and compressibility tests), , 1st ed., Pentech Press, London; Hebib, S., Farrell, E.R., Some experiences on the stabilization of Irish peats (2003) Can. Geotech. J., 40 (1), pp. 107-120; Ismail, M.A., Joer, H.A., Randolph, M.F., Meritt, A., Cementation of porous materials using calcite (2002) Geotechnique, 52, pp. 313-324; Kamon, M., Tomoshisa, S., Sawa, K., On the stabilization of hedoro by using cement group hardening materials (1989) J. Soc. Mater. Sci., 38, pp. 1092-1097. , (Japan), (in Japanese); Kaniraj, S.R., Havanagi, V.G., Compressive strength of cement stabilized fly ash-soil mixtures (1999) Cement Concrete Res., 29, pp. 673-677; Kantro, D.L., Tricalcium silicate hydration in the presence of various salts (1975) J. Testing Evaluation, 3, pp. 312-321; Kassim, K.A., Kok, K.C., Lime stabilized Malaysian cohesive soils (2004) Malaysian J. Civil Eng., 16, pp. 13-23; Liu, C., Evett, J.B., (2004) Soils and foundations, , 4th ed., Pearson Education, New Jersey; Rao, S.M., Shivananda, P., Compressibility behaviour of limestabilized clay (2005) Geotech. Geol. Eng., 23 (3), pp. 309-319; Rotta, G.V., Consoli, N.C., Prietto, P.D.M., Coop, M.R., Graham, J., Isotropic yielding in an artificially cemented soil cured under stress (2003) Geotechnique, 53 (5), pp. 493-501; Terzaghi, K., Peck, R.B., Mesri, G., (1996) Soil mechanics in engineering practice, , 3rd ed., John Wiley and Sons, New York; Tremblay, H., Duchesne, J., Locat, J., Leroueil, S., Influence of the nature of organic compounds on fine soil stabilization with cement (2002) Can. Geotech. J., 39 (3), pp. 535-546; Wong, L.S., Hashim, R., Haji, A.F., Behavior of stabilized peat soils in unconfined compression tests (2008) Am. J. Eng. Appl. Sci., 1 (4), pp. 274-279
Uncontrolled Keywords: Binder, Cemented peat, Mix design, Unconfined compressive strength
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering
Depositing User: Mr Jenal S
Date Deposited: 07 Jan 2014 01:03
Last Modified: 31 May 2019 05:11
URI: http://eprints.um.edu.my/id/eprint/8853

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