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Hypothesis Open Access September 25, 2022

Prestressed Soil

Houssam KHELALFA 1, 2,*
1
Civil Engineering and Environment Laboratory (LGCE), University of Jijel, Jijel, Algeria
2
Faculty of engineering and technology, Selinus university of science and literature (SUSL), Bologna, Italy
Publihed in: World Journal of Civil Engineering and Architecture (Volume 1, Issue 1, 2022)
Page(s): 45-46
DOI: 10.31586/wjcea.2022.447
Received
August 16, 2022
Revised
September 15, 2022
Accepted
September 23, 2022
Published
September 25, 2022
Keywords
Soil Improvement; New Concept
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright: Copyright © The Author(s), 2022. Published by Scientific Publications

Abstract

This discussion explores the possibility of seeking to create a concept and find a principle of prestressed soils.

Prestressed soil is a complex concept that must be researched in the field of civil geotechnical engineering about improving the resistance of soil to the various stresses that it will have to undergo by improving its mechanical properties, especially when it is subjected to loads [1] and causes a safety hazard. Thus, the principle of prestressed soil is to create an initial mechanism that allows it to resist under future stresses indefinitely without change.

References

  1. H. Khelalfa, Dec 2020 "The consolidation matrix and the consolidation circle", Acta Geotechnica Slovenica, 17 (2), 56-64. DOI: 10.18690/actageotechslov.17.2.56-64.2020[CrossRef]
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Cite This Article

APA Style
KHELALFA, H. (2022). Prestressed Soil. World Journal of Civil Engineering and Architecture, 1(1), 45-46. https://doi.org/10.31586/wjcea.2022.447
ACS Style
KHELALFA, H. Prestressed Soil. World Journal of Civil Engineering and Architecture 2022 1(1), 45-46. https://doi.org/10.31586/wjcea.2022.447
Chicago/Turabian Style
KHELALFA, Houssam. 2022. "Prestressed Soil". World Journal of Civil Engineering and Architecture 1, no. 1: 45-46. https://doi.org/10.31586/wjcea.2022.447
AMA Style
KHELALFA H. Prestressed Soil. World Journal of Civil Engineering and Architecture. 2022; 1(1):45-46. https://doi.org/10.31586/wjcea.2022.447 
@Article{wjcea447,
AUTHOR = {KHELALFA, Houssam},
TITLE = {Prestressed Soil},
JOURNAL = {World Journal of Civil Engineering and Architecture},
VOLUME = {1},
YEAR = {2022},
NUMBER = {1},
PAGES = {45-46},
URL = {https://www.scipublications.com/journal/index.php/WJCEA/article/view/447},
ISSN = {2836-0044},
DOI = {10.31586/wjcea.2022.447},
ABSTRACT = {This discussion explores the possibility of seeking to create a concept and find a principle of prestressed soils.},
}
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AB  - This discussion explores the possibility of seeking to create a concept and find a principle of prestressed soils.
DO  - Prestressed Soil
TI  - 10.31586/wjcea.2022.447
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  1. H. Khelalfa, Dec 2020 "The consolidation matrix and the consolidation circle", Acta Geotechnica Slovenica, 17 (2), 56-64. DOI: 10.18690/actageotechslov.17.2.56-64.2020[CrossRef]