The Interaction Features of the Multi-Level Retaining Walls with Soil Mass

The Interaction Features of the Multi-Level Retaining Walls with Soil Mass

The interaction features of multi-level retaining walls with soil base were researched by changing their geometric parameters and locality at the plan. During excavation of deep foundation pits it is important to choose the type of constructions which influences on the horizontal displacements. The...

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Main Authors: Boyko Igor, Skochko Liudmyla, Zhuk Veronica
Format: Article
Language:English
Published: Sciendo 2017-09-01
Series:Civil and Environmental Engineering Reports
Subjects:
multi-level retaining wall
elastic-plastic model
in-situ lateral tests
geodetic monitoring
Online Access:https://doi.org/10.1515/ceer-2017-0045
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spelling doaj-3af6203d0bc648ad8bef9962b21c57b92021-09-06T19:19:31ZengSciendoCivil and Environmental Engineering Reports2080-51872450-85942017-09-0126317919010.1515/ceer-2017-0045ceer-2017-0045The Interaction Features of the Multi-Level Retaining Walls with Soil MassBoyko Igor0Skochko Liudmyla1Zhuk Veronica2Bases and foundations department, Kyiv National University of Construction and Architecture, Kyiv, UkraineBases and foundations department, Kyiv National University of Construction and Architecture, Ukraine, Kyiv-037, Povitroflotsky Avenue 31, Kyiv, UkraineBases and foundations department, Kyiv National University of Construction and Architecture, Kyiv, UkraineThe interaction features of multi-level retaining walls with soil base were researched by changing their geometric parameters and locality at the plan. During excavation of deep foundation pits it is important to choose the type of constructions which influences on the horizontal displacements. The distance between the levels of retaining walls should be based on the results of numerical modelling. The objective of this paper is to present a comparison between the data of numerical simulations and the results of the in-situ lateral tests of couple piles. The problems have been solved by using the following soil models: Coulomb-Mohr model; model, which is based on the dilatation theory; elastic-plastic model with variable stiffness parameters.https://doi.org/10.1515/ceer-2017-0045multi-level retaining wallelastic-plastic modelin-situ lateral testsgeodetic monitoring
collection DOAJ
language English
format Article
sources DOAJ
author Boyko Igor
Skochko Liudmyla
Zhuk Veronica
spellingShingle Boyko Igor
Skochko Liudmyla
Zhuk Veronica
The Interaction Features of the Multi-Level Retaining Walls with Soil Mass
Civil and Environmental Engineering Reports
multi-level retaining wall
elastic-plastic model
in-situ lateral tests
geodetic monitoring
author_facet Boyko Igor
Skochko Liudmyla
Zhuk Veronica
author_sort Boyko Igor
title The Interaction Features of the Multi-Level Retaining Walls with Soil Mass
title_short The Interaction Features of the Multi-Level Retaining Walls with Soil Mass
title_full The Interaction Features of the Multi-Level Retaining Walls with Soil Mass
title_fullStr The Interaction Features of the Multi-Level Retaining Walls with Soil Mass
title_full_unstemmed The Interaction Features of the Multi-Level Retaining Walls with Soil Mass
title_sort interaction features of the multi-level retaining walls with soil mass
publisher Sciendo
series Civil and Environmental Engineering Reports
issn 2080-5187
2450-8594
publishDate 2017-09-01
description The interaction features of multi-level retaining walls with soil base were researched by changing their geometric parameters and locality at the plan. During excavation of deep foundation pits it is important to choose the type of constructions which influences on the horizontal displacements. The distance between the levels of retaining walls should be based on the results of numerical modelling. The objective of this paper is to present a comparison between the data of numerical simulations and the results of the in-situ lateral tests of couple piles. The problems have been solved by using the following soil models: Coulomb-Mohr model; model, which is based on the dilatation theory; elastic-plastic model with variable stiffness parameters.
topic multi-level retaining wall
elastic-plastic model
in-situ lateral tests
geodetic monitoring
url https://doi.org/10.1515/ceer-2017-0045
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AT zhukveronica theinteractionfeaturesofthemultilevelretainingwallswithsoilmass
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AT skochkoliudmyla interactionfeaturesofthemultilevelretainingwallswithsoilmass
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