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- 저자 : 황인백(Hwang In-Baek) (검색결과 26 건)
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황인백 ( Hwang In Baek ),양태선 ( Yang Tae Seon ),한자중 ( Han Ja Jung ),조진규 ( Jo Jin Gyu ) 한국구조물진단유지관리공학회 2004 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.8 No.2
This paper describes influence on chemical damage in tunnels. This case containes investigation of efflorescence, spalling and scaling as leaking acid mine water into tunnel, two times, for 5 years. The paper presents the situations and several tests which explains the chemical damage in tunnel.
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양태선 ( Tae-seon Yang ),우종태 ( Jong-tae Woo ),황인백 ( In-baek Hwang ) 한국구조물진단유지관리공학회 2008 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.12 No.1
In metropolitan tunnel red sedimentation substance is composd of Fe, CaCO<sub>3</sub>, SO<sub>4</sub><sup>2</sup> etc. The ground water in tunnel drain contains brown and dark yellowish black color, also. In case of white sedimentation substance, the most frequently founded ingredient is CaO. This substance is doesn't affect safety of a tunnel.
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공용 중 터널 라이닝의 코어 압축강도와 단위질량 상관성 분석사례
이태형 ( Lee Tae Hyung ),박경한 ( Park Kyung Han ),이승율 ( Lee Seung Yul ),황인백 ( Hwang In Baek ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.1
In Korea, inspection and precise safety diagnosis is regularly carried out to maintain and manage the main tunnel(NATM) which has been passed ten years after completion. In this study, we collected the laboratory test results of the concrete lining in the existing road and railway tunnels, and analyzed the correlation between compressive strength and unit mass of concrete. It is hoped that it will be used for efficient maintenance and management work of tunnels in the future.
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황인백(Hwang In Baek),양태선(Yang Tae Seon),한자중(Han Ja Jung),조진규(Jo Jin Gyu) 한국구조물진단유지관리학회 2004 한국구조물진단학회 학술발표회논문집 Vol.- No.-
This paper describes influence on chemical damage in tunnels. This case containes investigation of efflorescence, spalling and scaling as leaking acid mine water into tunnel, two times, for 5 years. The paper presents the situations and several tests which explains the chemical damage in tunnel
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이유석 ( Lee You Seok ),노은철 ( Noh Eun Cheol ),강영구 ( Kang Yeong Ku ),황인백 ( Hwang In Baek ),조노영 ( Cho Noh Yeong ) 한국구조물진단유지관리공학회 2017 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.21 No.2
In this study, Determine weight of damages, which were excerpt from analyzing inspection reports in Road Tunnel, using AHP technique. The result of weight of damages using AHP. is a slight difference from current weight one. So we need to think about this conclusion as new weight of damages in road tunnel.
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양태선(Yang Tae-Seon),황인백(Hwang In-baek) 한국구조물진단유지관리학회 2005 한국구조물진단학회 학술발표회논문집 Vol.- No.-
Establishing tank-type structures in several cases such as oil tanks, reserve tanks, reservoir intake tower, connecting bridges, stability problems will be considered. In this paper, it is examined about cases that may happen in tank-type construction design, construction and management step. It is tried to find out possible method in the field that can inspect beforehand.
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양태선 ( Yang Tae-seon ),황인백 ( Hwang In-baek ) 한국구조물진단유지관리공학회 2005 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.9 No.1
Establishing tank-type structures in several cases such as oil tanks, reserve tanks, reservoir intake tower, connecting bridges, stability problems will be considered. In this paper, it is examined about cases that may happen in tank-type construction design, construction and management step. It is tried to find out possible method in the field that can inspect beforehand.
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김종호 ( Kim Jong Ho ),임재환 ( Im Jae Hwan ),유덕용 ( Yu Deok Yong ),황인백 ( Hwang In Baek ),정수형 ( Jung Soo Hyung ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.1
As a result of the application in accordance with the assessment procedures given in the Detailed Guide (plan) for the precision safety diagnosis of the external tendon in Prestressed Concrete, it was evaluated with reasonable procedures and results.
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NATM 터널의 횡배수관 클로깅 현상이 라이닝 구조물에 미치는 영향에 대한 분석사례
기정서 ( Ki Jung Su ),이승율 ( Lee Seung Yul ),박경한 ( Park Kyung Han ),황인백 ( Hwang In Baek ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.2
The clogging of transverse drainage pipes in NATM tunnel is attributed to the hydraulic pressure generated on the outside of lining concrete and affects the safety of the whole structure in the long term, necessitating a keen attention in terms of its maintenance. Accordingly, this paper will introduce an analysis on the effect of the clogging of transverse drainage pipes on the lining structure based on the comparison between the inspection of the clogging of transverse drainage pipes and the visual inspection (leakage, efflorescence).
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