TECHNICAL PAPERS
Aug 1, 1999

Cement Treated Marginal Aggregates for Roads

Publication: Journal of Materials in Civil Engineering
Volume 11, Issue 3

Abstract

Low-grade laterite and pit-run gravel aggregates available in abundance in eastern India may be turned into a cost-effective base for low-volume roads when ordinary portland cement, river sand, and aggregates are mixed in a 1:6:12 proportion by weight. 152 × 152 × 152 mm3 cubes were cast at several water-cement ratios and the mix was compacted by a vibratory plate compactor. The compressive strength test was determined for different water-cement ratios, and the one that gave the maximum strength was used to prepare 102 × 102 × 508 mm3 beam specimens. A number of cubes and beams were kept inside airtight polyethylene bags for accelerated curing at a temperature of 50°C. Modulus of rupture and flexural fatigue tests were carried for the evaluation of pavement design parameters. A methodology of design of a lightly cemented pavement along with an example are also presented.

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References

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Bhattacharya, P. G., and Pandey, B. B. (1986). “Flexural fatigue strength of lime-laterite soil.” Transp. Res. Rec. 1089, Transportation Research Board, Washington, D.C., 86–92.
2.
Bhattacharya, P. G., and Pandey, B. B. ( 1987). “Flexural fatigue strength of lime-laterite soils at different densities and thickness design procedure for lime-laterite pavement base.” Hwy. Res. Bull. No. 29, Soil Engineering, Indian Roads Congress, New Delhi, 1–18.
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Information & Authors

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 11Issue 3August 1999
Pages: 257 - 265

History

Received: Mar 17, 1997
Published online: Aug 1, 1999
Published in print: Aug 1999

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Authors

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Transp. Engr., Petareka Perunding Sdn. Bhd., No. 5, Jalan 11/62A, Bandar Seri Menjalara, 52200 Kuala Lumpur, Malaysia.
Sr. Res. Fellow (CSIR), Civ. Engrg. Dept., Indian Inst. of Technol., Kharagpur, India 721 302. E-mail: [email protected]
Prof., Civ. Engrg. Dept., Indian Inst. of Technol., Kharagpur, India 721 302. E-mail: [email protected]

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