ANALYSIS OF STATIC AND DYNAMIC DEFORMATION MODULUS-Reference-Cited by-同舟云学术

ANALYSIS OF STATIC AND DYNAMIC DEFORMATION MODULUS

Published:2016-07-07 Issue:2 Volume:8 Page:79-84
ISSN:2029-882X
Container-title:Engineering Structures and Technologies
language:
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Author:

Mikolainis Mindaugas¹,Ustinovičius Marijus²,Sližytė Danutė³,Zhilkina Tatyana⁴

Affiliation:

1. SP „Baltijos inžineriniai sprendimai“, Laisvės 3-16, LT-97147 Kretinga, Lithuania

2. AB „Markuciai Sverige“ Box 37 SE-125 21 Älvsjö, Stockholm Sweden

3. Vilniaus Gedimino technikos universitetas

4. Moscow State University of Civil Engineering (National Research University)

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.

Publisher

Vilnius Gediminas Technical University

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