Issue |
MATEC Web Conf.
Volume 193, 2018
International Scientific Conference Environmental Science for Construction Industry – ESCI 2018
|
|
---|---|---|
Article Number | 02003 | |
Number of page(s) | 13 | |
Section | Environmental Engineering | |
DOI | https://doi.org/10.1051/matecconf/201819302003 | |
Published online | 20 August 2018 |
Change of expansion characteristics of compacted soils used for dams in central Vietnam
Civil Engineering Department, University of Architecture Ho Chi Minh City, 196 Pasteur - Ward 6 – District 3 – HCMC, Vietnam
Corresponding author: xyztruongquangthanh@gmail.com
Most of the earth embankments in central Vietnam are usually built with clays. Some types of clays in this area are swollen. If they are used to build dams, it can be detrimental to the embankment. Based on the results of laboratory test analysis, the authors investigated swelling characteristics of some soil types in the study area and found that the swelling rate of soil increases with the compaction of the soil sample. When swelling under pressure in approaching water over time, the swelling coefficient of the soil decreases significantly. Thus, swelling clays can be used to make dams, but they must be put in the appropriate position for the purpose of not swelling freely.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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