The influence of water content on the Dynamic Cone Penetration Index of a lateritic soil stabilized with various percentages of a quarry by-product

Author:

Ampadu Samuel Innocent Kofi,Fiadjoe Gilbert Jones Yao

Funder

GeoGroup of KNUST

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference42 articles.

1. Basic Engineering Properties of Lateritic Soils Found in Nejo – Mendi Road Construction Area, Welega;Abebaw,2005

2. Abu-farsakh, M., Khalid A., P.E., Nazzal, M., and Seyman, E., 2004, Assessment of in-situ test technology for construction control of base courses and embankments, Louisiana: Louisiana Transportation Research Center. Report Number FHWA/LA.04/385.

3. Ampadu S.I.K., Ackah P., Owusu-Nimo F., Ayeh F. J. F., 2015, The Effect of Pretreatment on Index and Compaction properties of a Lateritic Gravel, Innovative Geotechnics for Africa, Proceedings of 16th African Regional Conference on Soil Mechanics and Geotechnical Engineering, Bouassida, Khemakhem & Haffoudhi (Eds.) 2015, pp. 553–559, ISBN: 978-9938-12-936-6.

4. Ampadu, S.I.K. and Ditze-Awuku, D., 2009, Model tests for bearing capacity in a lateritic soil and implications for the use of the dynamic cone penetrometer, 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, Egypt, October 5–9th. IOS Press, ISBN 978-60750-031-5, Hamza M., Shahien, M. and El-Mossallamy Y., (Eds) pp 1095-1099.

5. Ampadu S.I.K., Arthur D.T., 2006, The Dynamic Cone Penetrometer in Compaction Verification on a Model Road Pavement, Geotechnical Testing Journal, Volume 29, No. 1, GTJ 12306, pp 70–79, January 2006.

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