A review of the theoretical preconditions for soil compaction

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Abstract

The article aims to summarize the fundamental theoretical principles of soil mechanics and identify effective methods for influencing soil properties during the compaction process. It highlights the most effective soil compaction techniques in road construction, tailored to specific soil properties. The article also provides theoretical explanations for the behavior of different types of soil.

About the authors

Nikita A. Fedoseev

Peter the Great St. Petersburg Polytechnic University

Author for correspondence.
Email: vsvalbova@mail.ru
ORCID iD: 0000-0001-6104-9674
SPIN-code: 6857-7057

master’s degree student

Russian Federation, St. Petersburg

Sergey V. Alekseev

Peter the Great St. Petersburg Polytechnic University

Email: sergeyaleks1966@gmail.com
ORCID iD: 0000-0001-8632-3852
SPIN-code: 6013-0312

candidate of military sciences, associate professor

Russian Federation, St. Petersburg

Sergey M. Shevchenko

Peter the Great St. Petersburg Polytechnic University

Email: shef10b@yandex.ru
ORCID iD: 0000-0001-5244-8024
SPIN-code: 7734-1758

candidate of technical sciences, associate professor

Russian Federation, St. Petersburg

References

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Supplementary files

Supplementary Files
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2. Fig. 1. The main properties of the soil affecting the compaction process, taking into account their variability

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3. Fig. 2. Scheme of molecular interaction of soil particles with water I – solid particle; II – bound water; III – free water [1]

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4. Fig. 3. An example of a polygonal roller [9]

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5. Fig. 4. Coulomb-Mohr circles [10]

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6. Fig. 5. Granulometric composition: homogeneous on the left; heterogeneous on the right [15]

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7. Fig. 6. Dependence of soil density on humidity with standard compaction (a – for cohesive soil; b – for non-cohesive) [19]

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Copyright (c) 2024 Fedoseev N.A., Alekseev S.V., Shevchenko S.M.

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This work is licensed under a Creative Commons Attribution 4.0 International License.

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