The Interaction Features of the Multi-Level Retaining Walls with Soil Mass
| Author(s): |
Igor Boyko
(Bases and foundations department, Kyiv National University of Construction and Architecture, Kyiv , Ukraine)
Liudmyla Skochko (Bases and foundations department, Kyiv National University of Construction and Architecture, Ukraine, Kyiv-037, Povitroflotsky Avenue 31, Kyiv , Ukraine) Veronica Zhuk (Bases and foundations department, Kyiv National University of Construction and Architecture, Kyiv , Ukraine) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Civil and Environmental Engineering Reports, September 2017, n. 3, v. 26 |
| Page(s): | 179-190 |
| DOI: | 10.1515/ceer-2017-0045 |
| 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. |
- About this
data sheet - Reference-ID
10705298 - Published on:
19/02/2023 - Last updated on:
19/02/2023
