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논문 기본 정보

자료유형
학술대회자료
저자정보
K. W. Lee (Korea Institute of Construction Technology) S. D. Cho (Korea Institute of Construction Technology) J. G. Han (Chung-Ang University) K. K. Hong (Chung-Ang University)
저널정보
한국지반신소재학회 한국지반신소재학회 학술발표회 2011 한국토목섬유학회 국제심포지엄 및 추계학술발표회
발행연도
2011.11
수록면
163 - 172 (10page)

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This paper presents the stability evaluation of the developed reinforced earth wall with steel framedfacing using field test. The wall facing is assembled using steel frame and the aggregates are filled in it. The developed reinforced earth wall with steel framed-facing is developed to apply the inextensible and extensible reinforcement. Therefore, the stability evaluation of the reinforced earth wall with steel framed-facing is conducted according to material characteristics of reinforcement. That is, a field test is classified between inextensible reinforcement section and extensible reinforcement section. Also, the measurement is conducted according to construction elapsed time of structure and its result is evaluated on two separate sections. The reinforced earth wall with steel framed-facing based on measurement results has a structural stability and it is able to apply in field.

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ABSTRACT
1. INTRODUCTION
2. COMPOSITION OF REINFORCED EARTH WALL WITH STEEL FRAMED-FACING
3. FIELD TEST
4. RESULTS AND DISCUSSION
5. CONCLUSIONS
ACKNOWLEDGEMENTS
REFERENCES

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UCI(KEPA) : I410-ECN-0101-2013-532-001119275