Optimization of Compressive Strength of Segmental Interlocking Stones
Abstract
Full Text:
PDFReferences
Neville, A.M., and Brook, J.J., (1990). Concrete Technology, Longman Ltd., Singapore.
Onwuka, D.O., Anyaogu, L., Chijioke, C., and Okoye, P.C., (2013). Prediction and Optimization of Compressive Strength of Sawdust Ash-Cement Concrete Using Scheffe’s Simplex Design, International Journal of Scientific And Research Publications, Vol. 3,1-8.
Obam, S.O. and Osadebe, N.N. (2006). Optimization of compressive strength of Rice Husk Ash Pozzolan Concrete. Journal of Scientific and Industrial Studies, 1(2), 51-57.
Shetty M.S. (2005). Concrete Technology, Six Edition, Chand and Company Ltd., New Delhi.
Ibearugbulem, O.M., Ettu, L.O., Ezeh, J.C. and Anya, U.C. (2013). A New Regression Model for Optimizing Concrete Mixes. International Journal of Engineering Sciences and Research Technology, Vol.2(7), 1735-1742.
Gupta, Y.O., (2013). Concrete Technology and Good Construction Practices. New Age International Publishers, New Delhi.
Gahlot P.S. and Gehlot, D. (2009). Quality Management of Cement ConcreteConstruction, First Edition, CBS Publishers and Distributors, New Delhi.
Gahlot P.S and Sanjay S., (2006). Building Repair and Maintenance Management. CBS Publishers and Distributors, New Delhi.
Neville, A.M., (2003). Properties of Concrete. Fourth edition, Pearson Education, Singapore.
Scheffe’s H. (1958). Experiments with mixtures. Journal of Royal Statistical Society, Series B, (20), 344- 360.
BS 812: part 1(1975). Methods for determination of particle size and shape.
BS 812 (1978). Specification for Portland cement. British Standards Institution.
Douglas C., Montgomery and George C. R. (1994). Applied Statistics and Probability for Engineers. John Wiley & Sons, Inc.
Funsho A.I. (2015). Optimization of Compressive Strength of Segmental Pavement Stone as Road Pavement Materials. Unpublished B.eng Thesis submitted to Civil Engineering Department, University of Port Harcourt, Rivers State
DOI: https://doi.org/10.37628/jgget.v4i2.408
Refbacks
- There are currently no refbacks.