| [1] | Solomon, K. M., Odei, J. K. and Gawu, S. K. (2013). “Performance of shale as fill and embankment material for a trunk road in Ghana.” Proc. 18th Int. Conf. on Soil Mechanics and Foundation Engineering, Paris, 2013. |
| |
| [2] | Adu, S. V. and Mensah-Ansah, J. A. (1995). Soils of the Afram Basin, Ashanti and Eastern Regions of Ghana. S.R.I, C.S.I.R., Memoir #12, Kwadaso-Kumasi, Ghana. |
| |
| [3] | Grainger, P. (1984). The classification of mudrocks for engineering purposes, Quarterly Journal of Engineering Geology & Hydrogeology, 17(4): 381-387. |
| |
| [4] | Ingram, R. L. (1953). Fissility of Mudrocks, Geological Society of America Bulletin, 64(8): 869-878. |
| |
| [5] | Singh, T. N., Verma, A., Singh, V. and Sahu, A. (2004). Slake durability study of shaly rock and its predictions. Environmental Geology, 47(2): 246-253. |
| |
| [6] | Nwachukwu, M. A. and Osoro, E. (2013). Assessment of Environmental Hazards: Linking borrow pits, gully erosion and pavement failure. Journal of Civil Engineering and Construction Technology, 4(6):199-210. |
| |
| [7] | Gromko, G. J. (1975). “Preliminary investigation of the feasibility of spent oil shale as road construction material.” Transportation Research Record 549, pp. 47-54. Transportation Research Board, Washington, DC. |
| |
| [8] | Aghamelu, O. P. and Okogbue, C. O. (2011). “Geotechnical Assessment of Road Failures in the Abakaliki Area, Southeastern Nigeria.” International Journal of Civil & Environmental Engineering, 11(2): 12-24. |
| |
| [9] | Strohm, W. E. (1980). Design and Construction of shale embankments: Summary. FHWA-TS-80-219, US Department of Transportation. Available at http://www.vulcanhammer.net/geotechnical/FHWA-TS-80-219.pdf. |
| |
| [10] | Czerewko, M. A. and Cripps, J. C. (2001). Assessing the durability of mudrocks using the modified jar slake index test, Quarterly Journal of Engineering Geology and Hydrogeology, 34: 153-163. |
| |
| [11] | BS 812-110 (1990). Testing Aggregates. Method for determination of aggregate crushing value. British Standards Institution. |
| |
| [12] | BS 812-111 (1990). Testing Aggregates. Method for determination of Ten Percent Fines Value. British Standards Institution. |
| |
| [13] | BS 812-112 (1990). Testing Aggregates. Method for determination of Aggregate Impact Value. British Standards Institution. |
| |
| [14] | ASTM-C 131 (2006): Standard Test method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. American Society for Testing and Materials. |
| |
| [15] | ASTM C127 (1993). Standard Method of Test for Specific Gravity and Water Absorption of Coarse Aggregate. American Society for Testing and Materials. |
| |
| [16] | ASTM D1557 (2012). Standard Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort. American Society for Testing and Materials. |
| |
| [17] | ASTM D1883 (2007). Standard Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soil. American Society for Testing and Materials. |
| |
| [18] | Ministry of Roads and Highways (2007). Specifications for Roadworks and Bridges, Accra, Ghana. |
| |