지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2013.4
- 수록면
- 95 - 99 (5page)
이용수
초록· 키워드
오류제보하기
To calculate the long-term allowable strength of geosynthetic reinforcement, replacement method was recommended. In isochronous curve at given time, we can read the allowable strength at allowable creep strain. The allowable strain gets from specification by directors or manufacturers according to the allowable displacement of reinforced structures. The allowable strength can be determined in relation to the allowable horizontal displacement each structures case by case. The effect of installation damage on isochronous behaviors of geosynthetic reinforcement was little. From the analytical consideration, the strain compatibility was recommended to determine long-term allowable strength of geosynthetic reinforcements considering tensile deformation between reinforcement and soil.
목차
SYNOPSIS
1. Introduction
2. Creep Limit Strain of Geosynthetic Reinforcements
3. Re-Analysis of Precedent Researches
4. CONCLUSION
REFERENCES
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UCI(KEPA) : I410-ECN-0101-2014-530-003560867