2차원 모형실험 및 수치해석을 통한 현수교 터널식 앵커리지의 인발거동 특성 분석
Analysis of Pull-out Behavior of Tunnel-type Anchorage for Suspended Bridge Using 2-D Model Tests and Numerical Analysis
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Seo,Seunghwan(한국건설기술연구원 인프라안전연구본부),
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Park,Jaehyun(한국건설기술연구원 인프라안전연구본부),
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Lee,Sungjune(청주대학교 공과대학 토목공학과),
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Chung,Moonkyung(한국건설기술연구원 인프라안전연구본부)
피인용문헌(Cited by)
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"Bearing Characteristics of Surrounding Rock of Deep Mining Roadway with Full and End Bolt Anchorages: A Comparative Numerical and Experimental Study"
Advances in civil engineering,
vol. 2021
p.1-.
2021.
doi:10.1155/2021/8829323
- .
"Assessment of pull-out behavior of tunnel-type anchorages under various joint conditions"
Geomechanics & engineering,
vol. 36(1),
p.71-.
2024.
doi:10.12989/gae.2024.36.1.071