Please use this identifier to cite or link to this item:
Title: Soil columns with reinforcement
Authors: Steshenko, D. M.
Стешенко, Д. М.
Keywords: Embankment;Geofabric;Reinforcement;Soil columns;Unsaturated soil
Issue Date: 2017
Publisher: International Multidisciplinary Scientific Geoconference
Citation: Kozubal, J., Steshenko, D., Severo, R.N.F. Soil columns with reinforcement // International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM. - 2017. - Volume 17. - Issue 12. - Pages 743-750
Series/Report no.: International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM
Abstract: The paper describes and analysis loess substrate collapsing under embankment as a result of flooding. The threat of huge settlements is wide spread on large loess deposits areas especially in south part of Asia. The popular in Russian Federation and common used method developed by authors is the compaction of substrate by soil columns. It is used in a variant covered with geosynthetic as barrier and reinforcement under an embankment. Authors present results of numerical calculations in direct numerical deterministic approach. Origins of work are based on experiences from field installations of soil columns in dry or semi-dry areas which are touched by periodical high watering. The investigated task was solved in axisymmetric finite element method. Collapse effects into Drucker-Prager were described by cap compression limitation for poroelastic material into plastic standard cone. The one directional steady-state flow was attached as an analytical and the profile of under-pressure allowed water infiltration in the soil above the groundwater table. A results from both methods were connected by python’s algorithm modifying soil characteristic
Appears in Collections:Статьи, проиндексированные в SCOPUS, WOS

Files in This Item:
File Description SizeFormat 
scopusresults 184 .pdf62.73 kBAdobe PDFThumbnail

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.