Hypothesis Open Access September 24, 2022

Prestressed Soil

1 University of Jijel, Civil Engineering and Environment Laboratory (LGCE), Algeria
2 Selinus university of science and literature (SUSL), Faculty of engineering and technology, Italy
* Authors to whom correspondence should be addressed.
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: © 2022 The Author(s). World Journal of Civil Engineering and Architecture

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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