Improvement effects of two and three dimensional geosynthetics used in liquefaction countermeasures

Hemanta Hazarika, Amizatulhani Abdullah

研究成果: 会議への寄与タイプ論文

1 引用 (Scopus)

抄録

This study focuses on accumulation of basic data on deformation and energy absorbing characteristics of geosynthetics (recycled tire chips and geogrid), which are used as liquefaction prevention materials for shallow foundations. Because tire chips have high compressibility, decrease of bearing capacity and excessive differential settlement of the foundation ground may arise. A new reinforcement method, using gravel mixed tire chips layer and layers of geogrid, was proposed to compensate for the inadequate bearing capacity and suppress differential settlement. In this study, the deformation and energy absorbing characteristics of tire chips and gravel mixed tire chips were made clear by performing direct shear test under dynamic loading using a large scale shearing device. Based on the results, it was found that the vibration-absorbing energy of tire chips decreases as the gravel fraction increases. Considering the pros and cons, we could arrive at the conclusion that the sample with 50% gravel mixture was the most effective. It was also confirmed that the rigidity of gravel mixed tire chips was improved through reinforcement by geogrid.

元の言語英語
ページ2336-2341
ページ数6
DOI
出版物ステータス出版済み - 1 1 2015
イベント15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015 - Fukuoka, Kyushu, 日本
継続期間: 11 9 201511 13 2015

その他

その他15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015
日本
Fukuoka, Kyushu
期間11/9/1511/13/15

Fingerprint

tires
geosynthetics
tire
Liquefaction
Tires
liquefaction
Gravel
gravel
Bearing capacity
bearing capacity
reinforcement
energy
Reinforcement
compressibility
shear test
rigidity
effect
Compressibility
Shearing
vibration

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Soil Science

これを引用

Hazarika, H., & Abdullah, A. (2015). Improvement effects of two and three dimensional geosynthetics used in liquefaction countermeasures. 2336-2341. 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, 日本. https://doi.org/10.3208/jgssp.JPN-147

Improvement effects of two and three dimensional geosynthetics used in liquefaction countermeasures. / Hazarika, Hemanta; Abdullah, Amizatulhani.

2015. 2336-2341 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, 日本.

研究成果: 会議への寄与タイプ論文

Hazarika, H & Abdullah, A 2015, 'Improvement effects of two and three dimensional geosynthetics used in liquefaction countermeasures', 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, 日本, 11/9/15 - 11/13/15 pp. 2336-2341. https://doi.org/10.3208/jgssp.JPN-147
Hazarika H, Abdullah A. Improvement effects of two and three dimensional geosynthetics used in liquefaction countermeasures. 2015. 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, 日本. https://doi.org/10.3208/jgssp.JPN-147
Hazarika, Hemanta ; Abdullah, Amizatulhani. / Improvement effects of two and three dimensional geosynthetics used in liquefaction countermeasures. 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, 日本.6 p.
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