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Analysis of static and dynamic deformation modulus

    Mindaugas Mikolainis Affiliation
    ; Marijus Ustinovičius Affiliation
    ; Danutė Sližytė Affiliation
    ; Tatyana Zhilkina Affiliation

Abstract

This article summarises dynamic deformation modulus correlation with second reload of static plate load test results for an even thickness soil strata layer. An analysis of execution and result interpretation of both static deformation modulus and dynamic deformation modulus is provided also. Different correlations between the two modulus according to different authors are provided. Since dynamic plate load test is not regulated in Lithuania as a soil compaction contron method, a few dynamic plate load tests and static plate load tests were executed in order to compare compaction results. The additional experiments for dynamic plate load tests in different depths were executed which showed that deformation modulus is dependant on depth of test execution, thus it is worthwile to mention to be cautious on compaction results in trenches.

Keyword : static plate load test, dynamic plate load test, deformation modulus, compaction control

How to Cite
Mikolainis, M., Ustinovičius, M., Sližytė, D., & Zhilkina, T. (2016). Analysis of static and dynamic deformation modulus. Engineering Structures and Technologies, 8(2), 79-84. https://doi.org/10.3846/2029882X.2016.1201434
Published in Issue
Jul 7, 2016
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This work is licensed under a Creative Commons Attribution 4.0 International License.