Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
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Issue Date
2020-02-28
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Show full item recordPublisher
Institute of Physics PublishingJournal
IOP Conference Series: Materials Science and EngineeringDOI
10.1088/1757-899X/758/1/012040Additional Links
https://iopscience.iop.org/article/10.1088/1757-899X/758/1/012040Abstract
This research includes the potential for resistance and the expansion that the soil presents, this evaluation was carried out through CBR tests. The soil cement technique was used to improve the physical and mechanical characteristics; this process consists in mixing the material with Portland cement type I. That combination forms soil cement 10%, 15% y 20%, which present an increase of the CBR (max: 138.7% and min: 91.9%) achieving a type of extraordinary subgrade to resist the structure of the pavement and a reduction of 7.18% in the expansion of the samples.Type
info:eu-repo/semantics/articleRights
info:eu-repo/semantics/openAccessAttribution-NonCommercial-ShareAlike 4.0 International
Language
engSeries/Report no.
1ISSN
17578981ae974a485f413a2113503eed53cd6c53
10.1088/1757-899X/758/1/012040
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- Creative Commons