SWS Academic Research eLibraryEarth & Planetary Sciences

Scholarly record

STRUCTURAL APPROACH FOR GETTING UNDER CONTROL OF LANDSLIDE PROCESSES IN THE RAILWAY INFRASTRUCTURE

N. Zhechev

First published: 2009DOI pendingView metrics

Abstract

The subject of the paper is a landslide process near Sofia, which endangers the international railway traffic to Greece. Sliding arises out of a lack of measures for drainage. The intensive landslide process should be overcome in three stages: 1/ prompt measures for the active slide prevention combined with earthfill abutment with a retaining wall; 2/ building of drainage structures, and 3/ reinforcement of the earth bed under the railroad. The approach for getting the landslide processes under control is demonstrated in a project where the author is chief designer. Important recommendations are ensuing from this project outcomes for the design of strengthening structures, design of drainage structures, and reinforcement of the earth bed with the help of geotextiles and geomeshes.

Publication details

Title
STRUCTURAL APPROACH FOR GETTING UNDER CONTROL OF LANDSLIDE PROCESSES IN THE RAILWAY INFRASTRUCTURE
Authors
N. Zhechev
Proceedings
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publisher
SGEM Scientific GeoConference
Year
2009
Pages
607-614
ISSN
Not available yet
ISBN
954-91818-1-2
Language
en
Publication type
Conference Paper
References7
  1. 1. Noel Simons, A short course in soil a Telford(ed.), 2008

  2. 2. M.W. Frost,

  3. 2003. Transportation Geotechni at the Nottingham Trent University, Thomas T

  4. Nagvi, 2003, Design of linear drainag

  5. 4. N. Dixon, Geosynthetics: Protecting the Env t of sections with clearly expressed vertical h landslides caused by watered soils. hould be at least of two layers. are needed for design of geomeshes taking into e reinforcement zone. e practical work for reinforcement of sliding mmendations and execution stages is based on vities at a landslide section of the international ore completion of the structure bovementioned structural approach, neither of ered grounds sliding

  6. - /1/ reinforcing structure /3/ reinforcement of the earth bed

  7. - should be soil and rock slope engineering , Thomas echnics . Proceedings of the symposium held mas Telford (ed.) ainage systems, Thomas Telford (ed.) e Environment, Thomas Telford (ed.), 2003

View or Download full articleAccess options
Full paper accessChoose SWS login, librarian support, or instant article download.

SWS access login

Login as SWS Scientific Committee

Authors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.

For librarian assistance: [email protected]

Purchase Instant Access

48-hour online accessComing soon
Online-only accessComing soon
Download the full article in PDF formatEUR 35
  • Article can be downloaded after successful payment.
  • Article may be used according to SWS library access terms.
  • Article cannot be redistributed.
Get full paper

Back to publication list