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Statistical Analysis of the Frequency of Damage Accumulation in the Structure of Epoxy Composites Under Tensile Loads Read chapter Read first chapter

2021 | OriginalPaper | Chapter

Stabilization of the Clay Soil of the Increased Humidity for Road Construction

Authors : A. I. Trautvain, A. E. Akimov, V. A. Grichanikov

Published in: Innovations and Technologies in Construction

Publisher: Springer International Publishing

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Abstract

In the work, the influence of stabilizing additive «Baustab» (produced by the Scientific and Production Enterprise «Plant of Innovative Industrial Equipment») on the change in humidity, water-holding capacity of soil with increased humidity was studied. We also studied changes in the maximum density and optimal moisture content of the modified soil using the example of light sandy loam. It has been established that the use of the additive slightly affects the change in soil moisture over time. Despite this, «Baustab» - added soil becomes denser, more viscous, partially aggregated, and no water separation is observed. A study of the water retention capacity of the percentage of stabilizing additives «Baustab» showed an increase in this indicator compared with soil without additives in the range from 3 to 7%. In addition, the use of additives in the soil composition increased its compaction and mobility even at low humidity of the modified soil. The effect of water on compaction of modified soil is also negligible. Such soil is likely to be subject to minimal subsidence and loss of strength characteristics in the autumn-spring period.

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previous chapter Concrete Chemicalization for Digital Printing: Control of Rheology and Structure Formation
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Metadata
Title
Stabilization of the Clay Soil of the Increased Humidity for Road Construction
Authors
A. I. Trautvain
A. E. Akimov
V. A. Grichanikov
Copyright Year
2021
Book
Innovations and Technologies in Construction

Print ISBN: 978-3-030-54651-9

Electronic ISBN: 978-3-030-54652-6

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-3-030-54652-6_10