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Aggregate – geogrid interaction in stabilisation applications. How far standard laboratory index test results are from reality

  • Tensar International s.r.o.

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

1 Citation (Scopus)

Abstract

Paper discuss mechanism of soil – stiff geogrid interaction at low strain. Traditional geosynthetic index tests carried out in laboratory are made for grid itself and at relatively high strain level. In practice when geogrid is in contact with stone particles and compacted aggregate is interlocked within aperture strain level is much lower. Paper discuss large scale laboratory research results on grid-aggregate cooperation and interaction between both materials. Results of tests on grid samples 1m x 1,5m tested in unique testing frame with and without aggregate are shown and interpreted. Further full scale trials carried out on experimental floating road constructed on extremely weak subsoil are shown. Fully instrumented experiment confirmed laboratory findings on unique behavior of grid at low strain. Discussion on practical requirements for geogrids in stabilisation in light of both research results and existing international standards and engineering practice is a final part of paper.

Original languageEnglish
Title of host publication11th International Conference on Geosynthetics 2018, ICG 2018
PublisherKorean Geosynthetics Society
Pages3142-3149
Number of pages8
ISBN (Electronic)9781713806080
Publication statusPublished - 2018
Event11th International Conference on Geosynthetics 2018, ICG 2018 - Seoul, Korea, Republic of
Duration: 16 Sept 201821 Sept 2018

Publication series

Name11th International Conference on Geosynthetics 2018, ICG 2018
Volume4

Conference

Conference11th International Conference on Geosynthetics 2018, ICG 2018
Country/TerritoryKorea, Republic of
CitySeoul
Period16/09/1821/09/18

Keywords

  • Aggregate interlock
  • Geogrid-aggregate interaction
  • Geomattress
  • Stabilisation by geogrid

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Environmental Engineering
  • Global and Planetary Change
  • Polymers and Plastics
  • Atmospheric Science

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