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2013 | OriginalPaper | Chapter

Mathematical and GIS-Modeling of Landslides in Kharkiv Region of Ukraine

Authors : Oleksandr Trofymchuk, Yuriy Kalyukh, Hanna Hlebchuk

Published in: Landslide Science and Practice

Publisher: Springer Berlin Heidelberg

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Abstract

In view of the acute need to solve a problem related to a landslide hazard at local and regional levels, the system-based tool, which integrates a mathematical modeling and GIS technologies, has been developed. A mathematical model of landslide process was developed based on the theoretical grounds of statics of granular medium and the most frequently used calculation methods of slope stability coefficient by Maslov-Berer and Shakhunyants and value of landslide pressure by Shakhunyants. Presented model underlies design of software for modeling slopes stress condition given engineering-geological changes (LANDSLIP07). This software is used for analysis of landslide processes. These research activities have been carried out in the framework of the Institute of Telecommunications and Global Information Space of National Academy of Sciences of Ukraine, and the IPL-153 Project “Landslide hazard zonation in Kharkov region of Ukraine using GIS”.

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Literature
go back to reference Ginzburg LK (1979) Landslide-protective and retention constructions. Stroyizdat, Moscow, 80p, in Russian Ginzburg LK (1979) Landslide-protective and retention constructions. Stroyizdat, Moscow, 80p, in Russian
go back to reference Maslov NN (1949) Soil mechanics. Publisher of Ministry of construction of mechanical engineering enterprises, Moscow, 328p, in Russian Maslov NN (1949) Soil mechanics. Publisher of Ministry of construction of mechanical engineering enterprises, Moscow, 328p, in Russian
go back to reference Shakhunyants GM (1953) Roadbed of railways. Tranzheldorizdat, Moscow, 827p, in Russian Shakhunyants GM (1953) Roadbed of railways. Tranzheldorizdat, Moscow, 827p, in Russian
go back to reference Sokolovsky VV (1942) Statics of loose medium. Academizdat, Moscow, 460p, in Russian Sokolovsky VV (1942) Statics of loose medium. Academizdat, Moscow, 460p, in Russian
go back to reference Trofymchuk OM, Hlebchuk HS, Kalyukh YuI (2008a) Mathematical modeling of change of stressed-deformed condition of landslide mass in presence of building and developing a foundation pit under conditions of underflooding. Building constructions No 71. pp 95–104, in Russian Trofymchuk OM, Hlebchuk HS, Kalyukh YuI (2008a) Mathematical modeling of change of stressed-deformed condition of landslide mass in presence of building and developing a foundation pit under conditions of underflooding. Building constructions No 71. pp 95–104, in Russian
go back to reference Trofymchuk OM, Hlebchuk HS, Polevetsky VV (2008b) On stability of slopes under changes of seismic conditions. Building constructions No 69, pp 304–311, in Russian Trofymchuk OM, Hlebchuk HS, Polevetsky VV (2008b) On stability of slopes under changes of seismic conditions. Building constructions No 69, pp 304–311, in Russian
go back to reference Trofymchuk OM, Kalyukh YuI, Hlebchuk HS (2008c) Mathematical modeling of landslide slope stability under rising the underground waters’ level. Ecology and Resources No 18, pp 51–58, in Russian Trofymchuk OM, Kalyukh YuI, Hlebchuk HS (2008c) Mathematical modeling of landslide slope stability under rising the underground waters’ level. Ecology and Resources No 18, pp 51–58, in Russian
Metadata
Title
Mathematical and GIS-Modeling of Landslides in Kharkiv Region of Ukraine
Authors
Oleksandr Trofymchuk
Yuriy Kalyukh
Hanna Hlebchuk
Copyright Year
2013
Publisher
Springer Berlin Heidelberg
DOI
https://doi.org/10.1007/978-3-642-31310-3_47