Strength characteristics of reinforcement material used in deformed geotextile reinforced soil wall

Hirotake Nakamura, Seiya Yokota, Shinichiro Tsuji, Naoki Tatta

Research output: Contribution to conferencePaperpeer-review

Abstract

Nowadays, geotextile reinforced soil walls are being used more often, and with that, the number of reports on the deformation of these soil walls is on the rise. But we do not yet fully understand what happens to the reinforcement material within the embankment when deformation occurs. To find out, the authors have studied density, water content ratio, velocity of elastic wave, and strength of reinforcement material of the deformed embankment interior, where the mudstone reinforcement wall was rebuilt after it had been damaged. Studies showed that penetrating groundwater and rain had weakened the mudstone used to construct the embankment, causing deformation. We also confirmed that some parts of the reinforcement material were much fragile and showed considerably lower deformation capacity compared with the new reinforcement material. These findings indicate the possibility of lowered strength and deformation capacity of reinforcement material within the damaged geotextile reinforcement soil wall.

Original languageEnglish
Pages2196-2199
Number of pages4
DOIs
StatePublished - 2015
Event15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015 - Fukuoka, Kyushu, Japan
Duration: 2015/11/092015/11/13

Conference

Conference15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015
Country/TerritoryJapan
CityFukuoka, Kyushu
Period2015/11/092015/11/13

Keywords

  • Geotextile
  • Mudstone
  • Reinforced soil wall

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Soil Science

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