Improving the Environmental Performance of Bus-based Public Transport System in Lahore-Pakistan
Main Article Content
Abstract
Article Details
References
Rabaiotti, C., Carpez, M., Puzrin, A. and Yang, F. L.; Correlation between the values of compaction AASHTO- Standard and AASHTOModified; Swiss Federal Institute of Technology, Zurich, (2010).
Connelly, J., Jensen, W. and Harmon, P.; Proctor Compaction Testing; University of Nebraska-Lincoln, USA (2008).
Scott, B., Jaksa, M. and Kuo, Y. L; Use of Proctor Compaction Testing for Deep Fill Construction using Impact Rollers, Proc. Int. Conf on Ground Improvement and Ground Control, Wollongong, Australia, (2012) 1107- 1112.
McCook, D. K; Correlation between simple field test and relative density test values; Journal of Geotechnical Engineering, (1996) 860-862
http:// pecongress.org.pk paper no 502 site visited on 26-6-2013
www.keystonewalls.com site accessed on 20-5- 2013
Bloomfield, E. M. and Ware, C. I; Fines content for optimum stability with coastal dune sands within Northern Kwazulu-Natal, Bulletin of Engineering Geology and the Environment, South Africa (2004) 303-308.
Kim, D., Sagong, M., and Lee, Y; Effect of fine aggregate content on the mechanical properties of compacted decomposed granitic soils; Construction and Building Materials, (2004) 189-196.
Deb, K., Sawant, V. A. and Kiran, A. S; Effect of fines on compaction Characteristics of poorly graded sands; International Journal of Geotechnical Engineering, (2010) 299-304.
Khan, A. H., Akbar, A., Farooq, K., Khan, N. M., Aziz, M. and Mujtaba, H: Soil Classification through Penetration Tests, Pakistan Journal of Engineering and Applied Sciences, 9 (2011) 76-86.
ACCESS