Lime-Cement Stabilized Chicoco as a Road Pavement Material

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Periodical:

Advanced Materials Research (Volumes 18-19)

Edited by:

Prof. A.O. Akii Ibhadode

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3-11

Citation:

V.U. Konyeha and F.N. Ogbeide, "Lime-Cement Stabilized Chicoco as a Road Pavement Material ", Advanced Materials Research, Vols. 18-19, pp. 3-11, 2007

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June 2007

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[1] NEDECO, Report on soil investigation in the Niger delta special area, ILACO N. V - NEDECO Avhmen, The Hague, Netherlands (1986).

[2] P. O. Omotosho, E. G. Akpokodje, and J. Imoniyabo, Untapped potentials of Chicoco - the apparently undesirable but promising soil of the Niger Delta, Scientia Africana, 2(1/2), Vol. 2, (2004) pp.43-56.

[3] E. G. Akpokodje, The Engineering - Geological characteristics and classification of the major superficial soils of the Niger Delta, Eng. Geol, Amsterdam, Vol. 23 (1987) pp.193-211.

DOI: https://doi.org/10.1016/0013-7952(87)90090-1

[4] E. A. J. George, Site Investigation and Foundation design across the Niger Delta. Unpublished lecture at the Technical Evening, Nigerian Society of Engineers. Port Harcourt Branch, (May, 1989).

[5] K. C. Short, and A. J. Stauble, Outline of the Geology of the Niger Delta, Bull. American Ass. Petrol Geol., Vol. 51 (1987) P. 761-767.

[6] Federal Ministry of Works, Nigeria, General Specification for Roads and Bridgeworks (1997).

[7] B. S. 1377 Test for Stabilized Soils, British Standard Institution, (1975) United Kingdom. 900 920 940 960 980 1000 1020 1040 1060 1080 0 1 2 3 4 5 6 7 O p t i m u m c e m e n t c o n t e n t, O C C ( % ).

[20] [40] [60] [80] 100 120 0 1 2 3 4 5 6 7.

[5] [10] [15] [20] [25] 0 1 2 3 4 5 6 7 F M W S o a k e d - C B R.

[1] [2] [3] [4] [5] [6] [7] [8] [9] [10] 0 1 2 3 4 5 L i m e c o n t e n t ( % ) Fig. 5. Stabilization Model Lime content (%) FMW Soaked - CBR (%) Opt moisture content (%) Max. dry density (kg/cu. m).