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
- 2011.11
- 수록면
- 117 - 125 (9page)
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초록· 키워드
오류제보하기
The article presents the results of experiments to determine the mechanism of geogrids in granular soil. The experimental data are compared with mathematical modeling. Established that the geogrid prevents lateral movement of particles, which allows you to create designs for the construction of embankments on soft ground. Considered two options for structural reinforcement of embankments on weak ground with the use of geosynthetic materials. One design allows to build the embankment directly on the weak basis, using multiple layers of geogrid buried in the ground. The second - allows you to build embankments with steep slopes and weak soil at depth. The proposed design of reinforcement of embankments can be used for rapid and economical construction of transport communications after natural disasters.
목차
ABSTRACT
1. INTRODUCTION
2. CONSTRUCTION № 1
3. EXPERIMENT AND MODELING
4. APPLICATION
5. CONSTRUCTION № 2
6. CONCLUSION
REFERENCE
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UCI(KEPA) : I410-ECN-0101-2013-532-001119220