한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2005년도 춘계 학술발표회 논문집
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- Pages.561-568
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- 2005
지오그리드의 시공시 손상 및 크리프 복합효과에 대한 실험적 연구
An Experimental Study on the Combined Effect of Installation Damage and Creep of Geogrids
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Cho, Sam-Deok
(Geotechnical Eng. Research Dept., KICT) ;
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Lee, Kwang-Wu
(Geotechnical Eng. Research Dept., KICT) ;
- Oh, Se-Yong (Geotechnical Eng. Research Dept., KICT) ;
- Lee, Do-Hee (DAEWOO E&C)
- 발행 : 2005.03.25
초록
The factors affecting the long-term design strength of geogrid can be classified into factors on creep deformation, installation damage, temperature, chemical degradation and biological degradation. Especially, creep deformation and installation damage are considered as main factors to determine the long-term design strength of geogrid. Current practice in the design of reinforced soil is to calculate the long-term design strength of a reinforcement damaged during installation by multiplying the two partial safety factors,