• Structural Monitoring and Maintenance
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• 제10권2호
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• pp.107-116
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• 2023

The health condition of of deep water high pile foundation is vital to the safe operation of bridges. However, pier foundations are vulnerable to damage in deep water due to exposure to sea torrents and corrosive environments over an extended period. In this paper, combined with aninvestigation and analysis of the typical damage characteristics of main pier group pile foundations, we study the safety monitoring and real-time early warning technology of the deep water high pile foundations, we propose an early warning index item and early warning threshold of deep water high pile foundation by utilizing a numerical simulation analysis and referring to domestic and foreign standards and literature. First, we combine the characteristics of structures and draw on more mature evaluation theories and experience in civil engineering-related fields such as dam and bridge engineering. Then, we establish a scheme consisting of a Early Warning Index Systemand evaluation model based on the analytic hierarchy process and constant weight evaluation method and apply the research results to a project based on the Jiashao bridge in Zhejiang province, China. Finally, we verify the rationality and reliability of the Early Warning Index Systemof the Deep Water High Pile Foundations.

• 한국지반환경공학회 논문집
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• 제23권6호
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• pp.5-17
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• 2022

저수지 제방의 침투제어를 목적으로 설치하는 감압정의 성능은 감압정의 직경, 간격, 관통율, 지반의 투수계수, 기초지반 지층의 두께 등 다양한 변수에 의해 영향을 받는다. 따라서 침투수압 경감을 목적으로 감압정을 채택하는 경우 이러한 매개변수를 충분히 검토하여 감압정의 설치제원을 결정해야 한다. 본 연구에서는 저수지 제방의 침투제어를 위한 대책공법으로 제방의 하류부에 감압정과 제방의 상·하류부에 토목섬유 블랭킷(이하 블랭킷)을 병행하여 설치하는 경우 블랭킷의 길이가 감압정의 성능에 미치는 영향을 평가하였다. 상·하류 블랭킷 길이-유량 관계에서 상류 블랭킷의 길이가 증가할수록 감압정에서 배출되는 유량은 감소하며, 하류 블랭킷의 길이가 증가할수록 감압정의 배출 유량은 증가하는 것으로 나타났다. 상·하류 블랭킷 길이-간격 관계에서 상류 블랭킷의 길이가 증가할수록 감압정의 간격은 증가하며, 하류 블랭킷의 길이가 증가할수록 감압정의 간격은 감소하는 것으로 나타났다. 따라서 블랭킷과 감압정을 병행하여 설치함으로써 댐제방의 침투안정성을 확보하고자 하는 경우 침투유량의 배출을 최소화하고 감압정의 간격 확대를 통한 경제성 확보를 위해서는 상류의 블랭킷 길이 증가가 하류의 블랭킷 길이 증가보다 더 효율적인 것으로 나타났다.

• Structural Engineering and Mechanics
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• 제48권6호
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• pp.775-789
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• 2013

The current paper proposes a boundary element formulation, applicable to 2-D and 3-D elastostatics problems using a unified approach for transformations of the domain integrals into boundary integrals. The method is applicable to linear problems encompassing both finite and infinite multi-region domains allowing non-vanishing body forces. Numerical results agree quite well with the analytical solutions; while the present method offers easy formulation with less numerical efforts in comparison to FEM or some BEM which need interior points to treat arbitrary body forces. It is demonstrated that the method has the potential to have profound impact on engineering design, notably in dam-foundation interaction.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.349-352
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• 1999

Concrete cracks due to hydration heat are a serious problem, particularly in mass concrete structures such as box rahmen, dam or footing of pier, etc.. As a result of the temperature rise and restriction condition of foundation, the thermal stress which may induce the cracks can occur. In this, study, ABAQUS program package was used to calculate the temperature distributions generated by hydration heat and the thermal stress in box rahmen structure which have thickness of 1.7~2.2m, and applied for various equations of adiabatic temperature rise such as korean code, japanese code, convection coefficient and low heat cement code.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.291-296
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• 2000

The crack of concrete induced by the heat of hydration is s serious problem, particularly in concrete structures such as bridge piers. thick walls, box type walls, mat-slab of nuclear reactor building, dams of foundations of high rise buildings, etc. As a result of the temperature rise and restriction condition of foundation, the thermal stress which way induce the cracks can occur. Therefore the various techniques of the thermal stress control in massive concrete have been widely used. One of them is prediction of the thermal stress, besides low-heat cement which mitigates the temperature rise, design change which consider steel bar reinforcement, operation control and so on. In this study, firstly it introduce the thermal cracks control technique by employing low-heat cement concrete, thermal stress analysis, Secondly it shows the application of the cracks control technique like the bottom of No.15,16 Underground LNG Tank in Inchon.

• 한국지반환경공학회 논문집
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• 제19권5호
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• pp.13-22
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• 2018

The number of researches on the mechanical properties of cemented sand and gravel (CSG) materials and the application of the CSG Dam has been increased. In order to explain the technical scheme of strength prediction model about the artificial neural network, we obtained the sample data by orthogonal test using the PVA (Polyvinyl alcohol) fiber, different amount of cementing materials and age, and established the efficient evaluation and prediction system. Combined with the analysis about the importance of influence factors, the prediction accuracy was above 95%. This provides the scientific theory for the further application of CSG, and will also be the foundation to apply the artificial neural network theory further in water conservancy project for the future.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1992년도 봄 학술발표회 논문집
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• pp.107-113
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• 1992

The heat of hydration of cement the causes the internal temperature rise at early age, particulary in massive concrete structures such as a mat-slab of nuclear reactor building or a dam or a large footing. As the result of the temperature rise and restraint of foundation, the thermal stress enough to induce concrete cracks can occur. Therefore, the prediction of the thermal stress is very important in the design and construction stages in order to control the cracks developed in massive concrete structures. And, more creep and shrinkage take place at elevated temperatures in young concrete, Thus the effect of creep and shrinkage must be considered for checking the safety and servicebility(crack, durability and leakage).

• 조명전기설비학회논문지
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• 제28권1호
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• pp.105-113
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• 2014

Currently, the energy consumption rate in buildings is approximately 28.5% of the total energy consumption in Korea. Therefore the amount of the consumption of petroleum resourses is at a worrying level of the blackout. The system of the amount of the Architectural Energy Efficiency Grade [AEEG] is in force by the government to apply the technologies of the Emissions Trading System and the Target Management System to mitigate the Green House Gases for buildings according to the climate change. On the account the mitigation of the Green House Gases and the reduction of the energy, from the view of maintenance and management, for the new and remodeling buildings should be under consideration. The author wants to present the possible ways how to improve the AEEG for the existing buildings by trying to establish the foundation of the BEMs, and by confirming the potential of the energy savings.

• 동양고전연구
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• 제37호
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• pp.217-248
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• 2009

조선후기 통신사 파견을 통해 일본에 현존하는 필담창수집(筆談唱酬集)은 과거 한일 양국의 성신교린(誠信交隣)을 확인할 수 있는 귀중한 역사적 기록물이다. 그 중에는 당시 양국 의원(醫員)들 간의 만남을 통해 이루어진 필담도 상당수 포함되어 있다. 본 연구자는 제목에 '~ 록(錄)', '~ 의담(醫談)', '~ 필어(筆語)'가 포함된 필담창수집 중 의학필담을 중심으로 형식과 내용이 어떤 상호 관련을 맺고 있는가를 살펴보았다. '~ 록'은 중요 사실을 기록한 다른 텍스트의 부록이거나 해당 텍스트 내용 일부분에 의학필담을 부수적으로 담고 있다. 이들 텍스트는 양국간 생생한 교류 흔적을 담고 있으며, 의학필담도 핵심적 내용만 짧은 분량으로 요약되어 그 사료적 중요성이 크다. '~ 의담'은 당시 양국 의원을 중심으로 진행된 의학적 담화 내용만을 본격적으로 정리한 의학필담집이다. 이들은 일본 의원의 치험례 정리 및 확인으로부터 의론(醫論) 강화를 통한 적극적 의견 개진으로 변화되는 각 시기 의학적 주요 관심사의 변천 흐름을 잘 보여주는 자료이다. '~ 필어'의 특성은 현장감 강화를 위한 대화 방식이다. '필어'의 의미에도 암시되어 있듯이 신변잡기적 내용까지 빠짐없이 기록하여 현장감이라는 필담의 성격을 보다 명확하게 규정하고 있다. 또한 약물과 병증중심의 의학 관련 필담과 박물학적 내용 위주로 구성되어 있고, 시문(詩文)은 의원들과 관련된 작품들만 수록함으로써 '록'의 기록성과 '의담'의 분화적 성격을 함께 지닌 특성을 잘 보여주는 텍스트이다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.44-51
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• 2005

Water flow in rivers during flood season can be 10 to 100 fold higher than normal seasons (low precipitation) in Japan and predicting flood runoff is essential for operating reservoirs with discharging gates. Abundant experiences and knowledge are requisites for operators to be able to make efficient decisions at work. This research investigated a method to transfer technical knowledge by acquiring skills and knowledge from actual dam operators and by using the information to construct an educational training system. The purpose of the research was to enable the execution of a secure and rational reservoir operation during flood period. The educational training system for reservoir operation was developed with the focuses on acquiring knowledge on hydraulics and hydrology and learning about decision making related to the reservoir operation as well as the timing of control. The system is capable of conducting education that corresponds to individual levels in each location. Of the educational training methods, a lecture method that uses textbooks is effective for the understanding of basic knowledge and concepts while a training method that uses a simulation device is essential for the practice of advanced and specialized procedures in specific fields. Simulation devices are used in operational training for airplane flight and driving cars and trains. The educational system presented here was designed to provide further assistance to those who have acquired basic knowledge and concepts through textbooks and also to at low them to perform the satisfactory operation of dam equipment. Our research proposes a method which can realize a system to acquire technical skills-the skills which are the foundation of technical knowledge and operation.