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Advances in Civil Engineering
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2018
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Article
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Fig 1
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Research Article
Geotechnical Properties and Microstructure of Lime-Fly Ash-Phosphogypsum-Stabilized Soil
Figure 1
Liquid limit and plastic limits of soil samples that were stabilized by (a) raw PG-LFA and (b) treated PG-LFA-BOF.
(a)
(b)