Technical Papers
Oct 30, 2015

Laboratory Characterization of Cement–Lateritic Gravel for Use in Base Construction

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 3

Abstract

To highlight the influence of cement addition on laboratory characterization of lateritic gravel and the feasibility of cement–lateritic gravel for use in base construction, relatively comprehensive laboratory experiments were carried out on cement–lateritic gravels from République du Mali in Africa. It is shown, that although natural laterite gravels were gap-graded due to the lack of sand-sized and silt-sized particles, the aggregate breakdown and addition of cement would change the gradation and that the cement–lateritic gravel met the strength requirement for base-course construction in Africa. However, low contents of clay mineral properties of the fine grains in lateritic gravel resulted in the ineffectiveness of the cement reactions between lateritic gravel and cement, and then cement–lateritic gravels had poor water stability.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ashworth, R. (1966). Highway engineering, Heinemann Educational, London.
ASTM. (1999). “Standard test method for CBR (California bearing ratio) of laboratory-compacted soils.” ASTM D1883-99, West Conshohocken, PA.
ASTM. (2014). “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” ASTM D4318-10, West Conshohocken, PA.
Attoh-Okine, N. O. (1995). “Lime treatment of laterite soils and gravels-revisited.” Constr. Build. Mater., 9(5), 283–287.
Autret, P. (1983). “Laterites et graveleux lataritiques [Laterite soils and gravels].” Laboratoire Central de ponts et chausses, Paris (in French).
Bagarre, E. (1990). “Utilisation des graveleux latéritiques en technique routière [The laterite gravels used in road technique].” ISTED, France (in French).
BSI (British Standards Institute). (1990). “Methods of test for stabilized soils.” BS 1924, London.
Divet, L., and Randriambololona, R. (1998). “Delayed ettringite formation: The effect of temperature and basicity on the interaction of sulphate and–S-H phase.” Cem. Concr. Res., 28(3), 357–363.
Gidigasu, M. D. (1971). “The importance of soil genesis in the engineering classification of Ghana soils.” Eng. Geol., 5(2), 117–161.
Gidigasu, M. D. (1972). “Mode of formation and geotechnical characteristics of laterite materials of Ghana in relation to soil forming factors.” Eng. Geol., 6(2), 79–150.
Gidigasu, M. D. (1974). “Degree of weathering in the identification of laterite materials for engineering purposes—A review.” Eng. Geol., 8(3), 213–266.
Gidigasu, M. D. (1976). Laterite soil engineering, Elsevier Scientific, Amsterdam, Netherlands.
Gidigasu, M. D. (1983). “Development of acceptance specifications for tropical gravel paving materials.” Eng. Geol., 19(3), 213–240.
Joel, M. (2006). “Response of Igumale shale to chemical stabilization for road work.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Nigeria, Nsukka, Nigeria.
Joel, M., and Agbede, I. O. (2011). “Mechanical-cement stabilization of laterite for use as flexible pavement material.” J. Mater. Civ. Eng., 146–152.
Laquerbe, M., Cisse, I., and Ahouansou, G. (1995). “Selection of laterite gravel and dune sand as aggregate for concrete: Application to Senegal.” Mater. Struct., 28(10), 604–610.
Lompo, P. (1980). “Les matériaux utilisés en construction routière en Haute Volta [The materials used in road construction in Upper Volta].” Un matériau non traditionnel “Le lithostab” IVème Conférence routière Africaine, Nairobi, Kenya, 20–25.
Mahalinga-lyer, U., and Williams, D. J. (1991). “Engineering properties of a lateritic soil profile.” Eng. Geol., 31(1), 45–58.
MDI Jade 6.0 [Computer software]. Materials Data Inc., Livermore, CA.
Messou, M. (1980). “Comportement mécanique d’une couche de base en graveleux latéritiques améliorés au ciment: Cas des routes en Côte d’Ivoire [The mechanical behavior of laterite gravel treated with cement: A case study of Ivory coast].” Thése de Doct-Ing en Génie Civil á l’ EcoleNationale des Ponts et Chaussèes, Paris, (in French).
Millard, R. S. (1993). “Cement and lime stabilization—Road building in the tropics.” Trans. Res. Lab. State Art Rev., 9, 183–185.
Millogo, Y., Hajjaji, M., Ouedraogo, R., and Gomina, M. (2008a). “Cement-lateritic gravels mixtures: Microstructure and strength characteristics.” Constr. Build. Mater., 22(10), 2078–2086.
Millogo, Y., Traoré, K., Ouedraogo, R., Kaboréb, K., Blanchartc, P., and Thomassind, J. H. (2008b). “Geotechnical, mechanical, chemical and mineralogical characterization of lateritic gravels of Sapouy (Burkina Faso) used in road construction.” Constr. Build. Mater., 22(2), 70–76.
Moore, A. E., and Taylor, H. F. W. (1970). “Crystal structure of ettringite.” Acta Cryst., B26, 386–393.
Namutebi, M., Birgisson, B., and Bagampadde, U. (2013). “Development of a gyratory compaction procedure for laterite gravels treated with foamed bitumen.” Int. J. Pavement Eng., 14(3), 256–264.
Nigerian General Specification. (1997). Nigerian general specification for roads and bridge works, Vol. 2, Federal Ministry of Works and Housing, Abuja, Nigeria.
Ola, S. A. (1974). “Need for estimated cement requirements for stabilization of laterite soils.” J. Transp. Eng., 100(2), 379–388.
Ola, S. A. (1983). “Geotechnical properties and behavior of some Nigerian lateritic soils.” Tropical soils of Nigeria in engineering practice, A. Ola, ed., Balkema, Rotterdam, Netherlands, 61–84.
Osinubi, K. J. (2001). “Influence of compaction energy levels and delays on cement treated soil.” NSE Tech. Trans., 36(4), 1–13.
Research Institute of Highway Ministry of Transport. (2007a). “Test methods of soil for highway engineering (JTG E40-2007).”, Beijing (in Chinese).
Research Institute of Highway Ministry of Transport. (2007b). “Test methods of soil for highway engineering (JTG E40-2007).”, Beijing (in Chinese).
Research Institute of Highway Ministry of Transport. (2010). “Test methods of materials stabilized with inorganic binders for highway engineering (JTG E51-2009).”, Beijing (in Chinese).
Tockol, I., Massiéra, M., Chiasson, P. A., and Maiga, M. S. (1994). “Les graveleux latéritiques dans les pays du sahel: Cas des routes non revêtues [The laterite gravels in Sahel: A case study of unpaved roads].” 7e’me Congre’s International de AIGI, Rotterdam, Holland (in French).
TRRL (Transport and Road Research Laboratory). (1972). “Soil stabilisation in Africa.”, Crowthorne, U.K.
Yusuf, M. Z. H. (1984). “Laterite as an engineering material.” Jurnal Teknolo, 5, 70–74.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 3March 2017

History

Received: Mar 28, 2015
Accepted: Aug 27, 2015
Published online: Oct 30, 2015
Discussion open until: Mar 30, 2016
Published in print: Mar 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Jinsong Qian [email protected]
Associate Professor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China (corresponding author). E-mail: [email protected]
Guoxi Liang [email protected]
Postgraduate, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China. E-mail: [email protected]
Jianming Ling [email protected]
Professor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China. E-mail: [email protected]
Associate Research Engineer, China Road and Bridge Corporation, 88 Andingmenwai Ave., Beijing 100013, China. E-mail: [email protected]
Associate Research Engineer, China Road and Bridge Corporation, 88 Andingmen Wai Ave., Beijing 100013, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share