• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.170-180
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• 2008

Successful design, construction and maintenance of NATM tunnel demands prediction, control, stability guidelines, the estimation pre-improvement support system and monitoring of surface settlement, gradient and ground displacement with high accuracy. Moreover, urban NATM tunnel under difficult geotechnical conditions is important the estimation and necessary of pre-improvement support system. Various strategies have been proposed for the quantitative estimation of pre-improvement support system. This paper was investigated and analysed an assessment technique for the quantitative estimation of pre-improvement support system on underground space, as mountain and urban tunnel, in detail. The analysis performed on design and construction stage with field database using the proposed stability estimation index by many researcher including the critical strain and the apparent Young's modulus concept.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.821-832
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• 2008

The hazard warning levels are necessary for the rational design and safety construction of underground space, as mountain and urban tunnel. Sakurai provided the hazard warning levels for assessing the stability of tunnels using the critical strain of rock mass, which is defined as a ratio between uni-axial compressive strength and the Young's modulus. The concept of critical strain guidelines is introduced in this study for the assessment of tunnel safety during excavation. Moreover, in this paper, the critical strain properties of sedimentary rock in Korea has investigated and analysed in detail by Lab. test, as the uniaxial and triaxial compression tests. Finally, critical strain properties of sedimentary rock on uniaxial and triaxial stress condition is discussed the relationship of failure strain values, uniaxial and triaxial compression strengths, confining pressure and Young's modulus.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1377-1388
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• 2008

In our country where over 80% of land is mountainous, decomposed granite soils are often used as building materials for civil engineering works. Seashores are having great difficulties in management and treatment of marine byproducts that are left vulnerable. It is necessary to find a way to efficiently utilize such vulnerable marine byproducts. For this reason, shell and ocher were mixed together in order to efficiently utilize ocher that is being used frequently as a building material in civil works and shell that is a type of marine byproducts being thrown away. The purpose of this study is to examine the extent to which shell-ocher mixture can reduce liquefaction through cyclic triaxial test. The author of this study aims to provide the possibility for application at construction site of shell-ocher mixture.

• 한국재난정보학회 논문집
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• 제13권3호
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• pp.322-331
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• 2017

본 연구는 한국건설기술연구원(KICT)에서 제시한 토목공사용 정보분류체계(Information Classification System)를 기반으로 지하철공사의 정보분류체계를 제시하였다. 그리고 이 기준을 근거로 NAS(Network Analysis System) 운영체계인 공사정보분류체계 - 공정도표 - 작업별 투입 자원을 연동하는 데이터 모델링을 구축하여 통합 모형을 제시하였다. 따라서 본 연구에서 제시한 데이터 모델링의 통합모형은 다른 토목시설물공사에서도 동일한 절차와 방법으로 적용할 수 있어, NAS를 기반으로 한 공정관리 과학화를 유도할 수 있을 것으로 확신한다.

• 한국암반공학회:학술대회논문집
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• 한국암반공학회 2008년도 국제학술회의
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• pp.43-51
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• 2008

Currently an increasing number of urban tunnels with small overburden are excavated according to the principle of the New Austrian Tunneling Method (NATM). For rational management of tunnels from planning to construction and maintenance stages, prediction, control and monitoring of displacements of and around the tunnel have to be performed with high accuracy. Computational method tools, such as finite element method, have been and are indispensable tool for tunnel engineers for many years. It is, however, a commonly acknowledged fact that determination of input parameters, especially material properties exhibiting nonlinear stress-strain relationship, is not an easy task even for an experienced engineer. Use and application of the acquired tunnel information is important for prediction accuracy and improvement of tunnel behavior on construction. Artificial Neural Network (ANN) model is a form of artificial intelligence that attempts to mimic behavior of human brain and nervous system. The main objective of this paper is to perform the deformation analysis in NATM tunnel by means of numerical simulation and artificial neural network (ANN) with field database. Developed ANN model can achieve a high level of prediction accuracy.

• 한국지반신소재학회논문집
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• 제18권1호
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• pp.11-23
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• 2019

This paper presents the results of a three-dimensional numerical investigation into the mechanical mechanism of main tunnels and cross passage construction. Aimed at the complex space structure composed of two main tunnels and cross passage, 3D numerical model of the structure and surrounding rock was built to analyze the influence. Comparative analysis of different buried depths were carried out. The results of the study indicate that the stress concentration was occurred in the intersecting linings, especially in the opening side lining, which leads to an unfavorable form of force that is pulled up by the upper and lower sections in the intersecting linings due to the construction of the cross passage. The excavation of the cross passage also destroys the stability of the original soil layer and causes settlement of the surface and main tunnels. Practical implications of the findings are discussed.

• 한국대기환경학회지
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• 제31권3호
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• pp.201-208
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• 2015

We investigated the pollution levels of $PM_{2.5}$ at Wangsimni station at which four subway lines (Line 2, Line 5, the Jungang line, and the Bundang Line) are simultaneously under the operation. The analysis of $PM_{2.5}$ was made for the period of 1~ 11 Nov. 2014. The results of our field campaign were analyzed to assess the effects of various factors and conditions on the $PM_{2.5}$ pollution (such as installation of the screen door, density of floating population, weekdays and weekend, and the depth of platforms). The mean concentrations of $PM_{2.5}$ in each subway line of the Wangsimni station was measured as: the line 2 ($22.5{\mu}g/m^3$) ; the line 5 ($18.3{\mu}g/m^3$) ; the Jungang line ($31.8{\mu}g/m^3$); and the Bundang line ($32.2{\mu}g/m^3$). Based on the detailed analysis of $PM_{2.5}$ pollution at four subway lines, we aimed to provide some perspectives on reducing the concentration of ultrafine particles in a highly populated urban area.

• 한국재난정보학회 논문집
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• 제8권1호
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• pp.56-70
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• 2012

현재 우리나라에 설치되어 있는 민방위 대피시설을 조사하여 그동안 시설 지정에 치우쳐왔던 민방위 대피시설 운영 실태를 파악할 필요가 있다. 본 연구의 목적은 현 민방위 대피시설에 대한 시설설비, 관리 등의 조사 및 문제점 분석을 통해 민방위대피시설의 실태를 분석하고 이를 바탕으로 민방위대피시설의 표준 정립모델을 구축하는 것이다. 본 연구의 결론은 다음과 같다. 첫째, 민방위 대피시설은 지역별로는 서울에 가장 많이 분포하고 있고, 시설별로는 아파트주차장의 빈도가 가장 높다. 둘째, 민방위 대피시설이 주기적으로 점검을 하고 있는 것으로 나타났으나 시설별 점검회수가 일정하지 않고 체계적인 점검이 이루어지고 있는 것으로 보기 어렵다. 셋째, 유선전화, CCTV, 이동통신설비, 방송설비 등 통신시설이 없는 대피시설이 많은 것으로 나타나 비상 상황시 외부와의 연락에 어려움이 예상된다. 넷째, 종합적으로 보면 현재 수도권 및 대도시 중심으로 2000년 이전에 건축되어 비교적 노후한 대피시설이 많은 것으로 보인다. 정립모델안은 위치, 규모, 수용인원, 인접시설과의 거리, 독립공간 유무, 개구부, 계단, 진입방식, 시설관리, 안내시설, 전기시설, 통신시설, 소방시설, 냉난방시설, 급배수시설, 위생시설 측면에서 필수 사항을 정리하였다.

• 한국해안·해양공학회논문집
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• 제23권1호
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• pp.101-108
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• 2011

염분도 수치계산의 목적은 낙동강 하구둑 상류로 침투되는 염수 쐐기 침입을 분석하여 담수량을 확보하는데 있다. 염분 침투가 발생되는 조건은 바다에서의 조석 분포에 따라서 침투길이가 달라지고 있으므로 염분농도는 조석의 현상에 따라서 달라진다. 이러한 현상을 확실히 파악하면 보다 효율적으로 염분 침투를 차단할 수 있다. 본 연구에서는 염분 침투에 대해서 ECOMSED 모델을 이용하여 낙동강 하구둑 상류로 침투되는 염분농도를 정확히 추정함으로써 낙동강 하구둑의 존재를 재평가하게 될 것이다. 또한 이 모델의 타당성을 입증하기 위해 실제 관측값과 비교하였다. 분석결과 ECOMSED모델은 상류 유입유량이 $130m^3/s$의 경우가 $75m^3/s$보다 실제 관측값과 거의 동일한 값을 나타내었다. 따라서 유입유량이 많은 경우가 적은 경우보다 예측이 정확한 것을 알 수 있다.

• 복합신소재구조학회 논문집
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• 제5권3호
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• pp.17-22
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• 2014

Fiber reinforced plastic (FRP) structural shapes are readily available in civil engineering applications. Among many manufacturing techniques used for FRP structural shapes, pultrusion process is one of the most widely used techniques in civil engineering applications. Pultrusion is a manufacturing process for producing continuous lengths of reinforced polymeric plastic structural shapes with constant cross-section. Pultruded composites are attractive for structural applications because of their continuous mass production with excellent mechanical properties. This paper presents the results of investigations pertaining to the bolted connection with two bolts for the pultruded FRP (PFRP) structural members. PFRP bolted connection tests were conducted with end distance to bolt diameter ratio ($e_1/d_b$) and two types of bolt pattern such as horizontal (Pattern A) and vertical arrangement (Pattern B). As a result, it is found that the $e_1/d_b$ is recommended as the ratio of 4. In addition, it is also found that the bearing strengths at failure of the Pattern A and Pattern B have a similar value.