최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.37 no.8, 2021년, pp.37 - 49
곽창원 (인하공업전문대학 토목환경과) , 박인준 (한서대학교 인프라시스템학과)
A retaining wall system is widely constructed civil structure to maximize the effectiveness of practical use of the land. Recently, the technology which is more eco-friendly and owns seismic stability of the retaining wall system becomes important. In this study, an Eco-BELT system using natural roc...
Changwei, Y., Shixian, Z., Zhang, J., and Bi, J. (2015), Seismic Stability Time-Frequency Analysis Method of Reinforced Retaining Wall, Mathematical Problems in Engineering, Vol.2015, No.1, Article ID 178692.
Cho, K. Y., Roh, K. T., and Seo, B. S. (2009), Natural Wall SystemsEsthetic View Element in a Downtown Facilities, Professional Engineer, Vol.42, No.4, pp.55-61.
D'Appolonia, D.J., D'Appolonia, E., and Brissette, R.F. (1970), Settlement of Spread Footings on Sand, Journal of the Soil Mechanics and Foundation Division, ASCE, Vol.96, No.SM2, pp.754-761.
Design Standard of Slope. (2016), Ministry of Land, Infrastructure and Transport, pp.74.
FLAC User manual (2005), Itasca Consulting Group.
Ha, W.J., Jeong J.H., Oak C.N., and Lee B.G. (2002), A Study on Retraining Wall using Natural Rock, Proceedings of Korean Society of Civil Engineers, pp.2521-2525.
Jung, J.H. (2012), A study on Compaction and Settlement of Backfill Soil at Segmental Reinforced Earth, M.S. Thesis, Department of Civil Engineering, Graduate School, Yeungnam University, pp. 71-75.
Kim, D.B., Shin, E.C., and Park, J.J. (2019), Dynamic Active Earth Pressure of Gabion-Geotextile Bag Retaining Wall System Using Large Scale Shaking Table Test, Journal of the Korean Geo-Environmental Society, Vol.20, No.12, pp.15-26.
Korean Design Standard 11 80 05, Korea Construction Standard Center, pp.11.
Korean Design Standard 11 80 10, Korea Construction Standard Center, pp.4-6.
Korean Design Standard 11 80 15, Korea Construction Standard Center, pp. 3.
Korean Design Standard 17 00 00, Korea Construction Standard Center, pp.13-14.
Meyerhof, G. G. (1956), Penetration Tests and Bearing Capacity of Cohesionless Soils, Journal of the Soil Mechanics and Foundation Division, ASCE, Vol.82, No.1, pp.1-19.
Seismological Annual Report. (2020), Korea Meteorological Administration, pp.1-5.
Sitar, N., Mikola, R.G., and Candia, G. (2012), Seismically Induced Lateral Earth Pressures on Retaining Structures and Basement Walls, Proceedings of GeoCongress 2012At: Oakland, CA, pp. 335-358.
The Experiment of Vine for Covering the Traffic Noise Barrier. (1999), Korea Expressway Corporation Research Institute, pp.11.
Yoo, C.S., Kim, S.B., Jung, H.S., and Byun, J.S. (2006), Field Instrumentation of A Geosynthetic Reinforced Large Size Modular Block Wall, Proceedings of Korean Society of Civil Engineers, pp. 2871-2874.
Yoon, S.J., Kim, S.R., and Kim, M.M. (2002), Analysis of Influence Factors on the Seismic Earth Pressure Acting on Gravity Walls, Proceedings of Earthquake Engineering Society of Korea, pp. 75-82.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
오픈액세스 학술지에 출판된 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.