ORIGINAL ARTICLE
The Interaction Features of the Multi-Level Retaining Walls with Soil Mass
1
Bases and foundations department, Kyiv National University of Construction and Architecture, Kyiv, Ukraine
2
Bases and foundations department, Kyiv National University of Construction and Architecture, Ukraine, Kyiv-037, Povitroflotsky Avenue 31, Kyiv, Ukraine
Online publication date: 2017-11-18
Publication date: 2017-09-26
Civil and Environmental Engineering Reports 2017;26(3):179-190
KEYWORDS
ABSTRACT
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.
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| eISSN: | 2450-8594 |
| ISSN: | 2080-5187 |
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