id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
esrj-36908	Odukoya, Sesan; Oresanya, O; Abimbola, A F	Biogeochemical and engineering characteristics of soils and groundwater around a dumpsite	2013	8	.pdf	application/pdf	4288	166	53	Atterberg limits (%) Grain size distribution (%) Permeability (K) coefficient X 10-5 Rating LL PL PI Clay Silt Sand Gravel L1 0-1 9.17 18.69 28.13 52.92 0.28 18.6 Low 1-2 9.07 22.23 34.71 42.92 0.14 8.46 Low 2-3 5.68 33.27 20.99 12.28 56.03 22.05 22.93 0.00 2.61 Low 3-4 10.03 13.65 23.98 59.73 2.65 41.8 Low L2 0-1 17.99 30.39 15.08 15.31 56.57 20.70 22.74 0.00 2.61 Low 1-2 17.07 30.59 19.83 10.76 54.56 22.11 22.73 0.61 3.35 Low L3 0-1 33.33 44.29 23.36 20.93 26.57 33.40 30.68 9.36 9.09 Low 1-2 23.58 46.70 25.49 21.21 32.66 26.60 31.59 6.75 5.61 Low L4 0-1 11.71 37.16 22.98 14.18 44.11 32.55 23.24 0.00 7.84 Low 1-2 20.01 33.65 20.79 12.86 60.72 18.91 20.21 0.17 1.96 Low Biogeochemical and engineering characteristics of soils and groundwater around a dumpsite Table 2: Summary of physical-chemical analysis result of water samples Table 4: Summary of soil samples’ chemical and microanalysis parameters Table 3: Summary of phenol and microbiological parameters in water samples ND: not detected Major elements –Mg/l Trace elements –µg/l Parameter Range N=12 Mean USEPA (2009) Soil analysis results Soil samples taken at regular depth intervals within the dumpsite were submitted to geochemical analysis.	cache/esrj-36908.pdf	txt/esrj-36908.txt