California bearing ratio behavior of soil/fly ash mixtures

Citation
Ns. Pandian et al., California bearing ratio behavior of soil/fly ash mixtures, J TEST EVAL, 29(2), 2001, pp. 220-226
Citations number
9
Categorie Soggetti
Material Science & Engineering
Journal title
JOURNAL OF TESTING AND EVALUATION
ISSN journal
00903973 → ACNP
Volume
29
Issue
2
Year of publication
2001
Pages
220 - 226
Database
ISI
SICI code
0090-3973(200103)29:2<220:CBRBOS>2.0.ZU;2-L
Abstract
Fly ash is a byproduct of the combustion of pulverized coal in thermal powe r plants. Energy and environmental considerations over the coming years poi nt to greater use of coal and hence a further increase in the quantity of f ly ash. Geotechnical and chemical characterization of fly ash and its inter action behavior with soil is likely to provide viable solutions for its lar ge-scale disposal and utilization. Concerted efforts have been initiated in the laboratory to understand the effect of fly ash addition on the Califor nia Bearing Ratio (CBR) values of black cotton soil both for unsoaked and s oaked conditions. The study indicates that CBR values of black cotton soil/ fly ash mixtures increase up to an optimum fly ash content wherein fly ash acts as a coarser material. The CBR values decrease beyond this optimum fly ash content and again increase to an optimum value wherein black cotton so il acts as a binder.