• 한국지반환경공학회 논문집
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• 제16권12호
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• pp.13-22
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• 2015

노후된 하수관의 누수로 인해 발달된 지하공동은 지표침하를 발생시키고 그로 인한 포장재의 취성파괴를 유발시킨다. 이러한 도심지 지반함몰 현상은 최근 5년간 그 빈도수가 꾸준히 증가하고 있는 추세이다. 도심지 지표면은 대부분 아스팔트 또는 콘크리트로 포장이 되어 있어 지하공동의 발생에 따른 지반침하 또는 함몰을 예측하기 어려운 실정이다. 따라서 이 연구는 파손된 하수관의 누수로 인해 발생되는 지하공동의 진행에 따른 지표침하량, 지표면의 영향범위 등 지반거동 및 하수관의 침하를 유한요소해석을 이용하여 분석하였다. 또한 침하 또는 함몰이 발생된 지반을 보강하기 위한 보강재로 가소성유동화토를 사용하였을 때의 보강효과를 수치해석 프로그램을 이용하여 비교 분석하였으며 강도정수 산정을 위해 가소성유동화토의 직접전단시험을 수행하였다.

• 한국전산구조공학회논문집
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• 제24권2호
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• pp.193-200
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• 2011

본 연구를 통해 superlite라 불리는 단열 파우더를 채용한 NO96 멤브레인 타입 LNG선 단열 화물창의 만선항해 시 LNG의 BOR(Boil-Off Rate) 예측모델을 제시하였다. LNGCC(LNG Cargo Containment)의 비정상상태 열전달 FEM모델은 만선항해 시 대기 및 해수 조건을 반영하고 복잡한 화물창 단열구조에 균질화 기법을 적용하여 구축하였다. BOR은 만선항해중 LNGCC 내부로 침입하는 총 열량을 이용하여 평가되었으며, 주요 변수에 따른 BOR의 변화는 파라메트릭 열전달해석을 통하여 분석하였다. 그리고 파라메트릭 BOR 특성해석 결과를 토대로 LNG선의 탱크 크기, 단열층의 두께 그리고 superlite의 열전도율을 함수로 하는 BOR 예측모델을 유도하였다. 비선형 과도 열전달해석을 통해 직접 구한 BOR과의 비교를 통해 유도한 예측모델은 최대 1% 이내의 상대오차를 나타내었다.

• 전산구조공학
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• 제10권4호
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• pp.239-249
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• 1997

랜덤하중 하에서의 구분적선형시스템이 갖는 노이즈의 영향으로 인해 그 특성이 많이 감소되거나 소멸된 응답거동으로부터 chaos거동을 검출하는 방법을 개발, 분석하였다. 해양에서 구조물이 받는 파력은 결정론적이 아닌 추계론적이다. 바람, 파도 그리고 조류 등에 의한 파력은 유한도의 랜던성을 갖으며, 이러한 파력은 지배적인 조화가진하중과 정규 백색노이즈를 더함으로써 표현할 수 있다. 외적 동요를 받는 시스템의 응답거동은 그 거동이 방해를 받으며, 이로 인해 chaos응답거동을 확인하기가 어려우며, 그 거동의 특성이 일반적인 랜덤거동과 다를 바가 없다. 이러한 경우, 평균 포인케어맵을 이용하여 랜덤노이즈에 의해 발견되지 않는 chaos응답거동을 식별할 수 있다. 본 연구에서는 직접수치시뮬레이션상에서 이러한 평균 포인케어맵을 만드는 방법을 개발하였으며, 얻어진 평균 포인케어맵의 적용범위에 대하여 분석하였다. 평균 포인케어맵은 노이즈가 포함된 조화가진하중을 받는 시스템의 chaos응답거동을 확인하는데 있어서 노이즈의 강도가 높을 때 일반적인 포인케어맵만으로는 놓칠 수 있는 chaos응답거동을 성공적으로 확인할 수 있음을 알아내었다. 또한 시스템의 응답거동에서 chaos의 특성이 완전히 사라지는 노이즈의 강도를 얻을 수 있음도 알아내었다.

• Geomechanics and Engineering
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• 제12권2호
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• pp.295-312
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• 2017

Cast in situ and grouted concrete helical piles with 150-200 mm diameter half cylindrical ribs have become an economical and effective choice in Shanghai, China for uplift piles in deep soft soils. Though this type of pile has been successful used in practice, the reinforcing mechanism and the contribution of the ribs to the total resistance is not clear, and there is no clear guideline for the design of such piles. To study the inclusion of ribs to the contribution of shear resistance, the shear behaviour between silty sand and concrete slabs with parallel ribs at different spacing and angles were tested in a large direct shear box ($600mm{\times}400mm{\times}200mm$). The front panels of the shear box are detachable to observe the soil deformation after the test. The tests were modelled with three-dimensional finite element method in ABAQUS. It was found that, passive zones can be developed ahead of the ribs to form undulated failure surfaces. The shear resistance and failure mode are affected by the ratio of rib spacing to rib diameter. Based on the shape and continuity of the failure zones at the interface, the failure modes at the interface can be classified as "punching", "local" or "general" shear failure respectively. With the inclusion of the ribs, the pull out resistance can increase up to 17%. The optimum rib spacing to rib diameter ratio was found to be around 7 based on the observed experimental results and the numerical modelling.

• Journal of Magnetics
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• 제21권2호
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• pp.215-221
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• 2016

We conducted a phased electromagnetic forming process analysis (EFPA) over time through a coupling of electromagnetic analysis and structural analysis. The analysis is conducted through a direct linkage between electromagnetic analysis and structural analysis. The analysis process is repeated until the electric current is completely discharged by a formed coil. We calculate the forming force that affects the workpiece using MAXWELL, a commercial electromagnetic finite element analysis program. Then, we simulate plastic behavior by using the calculated forming force data as the forming force input to ANSYS, a commercial structure finite element analysis program. We calculate the forming force data by using the model shape in MAXWELL, a commercial electromagnetic finite element analysis program. We repeat the process until the current is fully discharged by the formed coil. Our results can be used to reduce the error in data transformation with a reduced number of data transformations, because the proposed approach directly links the electromagnetic analysis and the structural analysis after removing the step of the numerical analysis of a graph describing the forming force, unlike the existing electromagnetic forming process. Second, it is possible to simulate a more realistic forming force by keeping a certain distance between nodes using the re-mesh function during the repeated analysis until the current is completely discharged by the formed coil, based on the MAXWELL results. We compare and review the results of the EFPA using the peak value of the forming force that acts on the workpiece (which is the existing analysis method), and the proposed phased EFPA over time approach.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.651-656
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• 2002

In general, the most important problem in slope stability analysis is that there is no definite way to describe the natural three-dimensional Joint network. Therefore, the many approaches were tried to anlayze the slope stability. Numerical modeling approach is one of the branch to resolve the complexity of natural system. UDEC, FLAC, and SWEDGE are widely used commercial code for the purpose on stability analysis. For the purpose on the more appropriate application of these kind of code, however, three-dimensional distribution of joint network must be identified in more explicit way. Remaining problem is to definitely describe the three dimensional network of joint and bedding, but it is almost impossible in practical sense. Three dimensional joint generation method with random number generation and the results of generation to UDEC have been applied to settle the refered problems in field site. However, this approach also has a important problem, and it is that joint network is generated only once. This problem lead to the limitation on the application to field case, in practical sense. To get rid of this limitation, Monte Carlo Simulation is proposed in this study 1) statistical analysis of input values and definition of the applied system with statistical parameter, 2) instead of the consideration of generated network as a real system, generated system is just taken as one reliable system, 3) present the design parameters, through the statistical analysis of ouput values Results of this study are not only the probability of failure, but also area of failure block, shear strength, normal strength and failure pattern, and all of these results are described in statistical parameters. The results of this study, shear strength, failure area, pattern etc, can provide the direct basement on the design, cutoff angle, support pattern, support strength and etc.

• 한국지반공학회논문집
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• 제19권2호
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• pp.247-254
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• 2003

최근에 건설공사에서 발생하는 환경문제에 대한 관심이 고조되는 가운데 저소음, 저진동 공법인 매입말뚝공법이 건설현장에 많이 적용되고 있다. 이러한 건설여건의 변화에 부흥하여 국내에서는 지반을 굴착하고 시멘트 페이스트를 주입한 후 기성말뚝을 삽입하는 SIP공법(Soil-Cement Injected Precast Pile)의 적용이 늘고 있으나, 현재 국내 지반조건에 맞는 고유의 관계식이 없는 실정이다. 이와 같은 문제해결에 기여하기 위해, 본 연구에서는 SIP말뚝 주면과 지반사이의 저항력을 직접전단시험으로 측정하여 그 경향을 분석하였다. 직접전단시험 결과 SIP말뚝의 주면 저항력 성분이 수직하중에 가장 크게 영향을 받는다는 것을 밝혀내고 국내 주요 토질인 SM, SC 토질에서 이를 인자로 한 최대주면저항력 산정식을 제안하였다. 또한 말뚝 표면과 주면 지반과의 전단저항 거동 특성을 수치적으로 정확히 묘사하기 위해 Duncan(1971)의 쌍곡선 모델식과 새로운 비선형 수치모델식에 따른 계수산정식을 제안하였다.

• 한국환경복원기술학회지
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• 제23권4호
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• pp.13-30
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• 2020

This study aims to analyze the qualitative and quantitative effects of environmental policies in terms of green space management using logistic regression model(LRM). Landsat satellite imageries in 1985, 1992, 2000, 2008, and 2015 are classified using a hybrid-classification method. Based on these classified maps, logistic regression model having a deforestation tendency of the past is built. Binary green space change map is used for the dependent variable and four explanatory variables are used: distance from green space, distance from settlements, elevation, and slope. The green space map of 2008 and 2015 is predicted using the constructed model. The conservation effect of Ulsan's environmental policies is quantified through the numerical comparison of green area between the predicted and real data. Time-series analysis of green space showed that restoration and destruction of green space are highly related to human activities rather than natural land transition. The effect of green space management policy was spatially-explicit and brought a significant increase in green space. Furthermore, as a result of quantitative analysis, Ulsan's environmental policy had effects of conserving and restoring 111.75㎢ and 175.45㎢ respectively for the periods of eight and fifteen years. Among four variables, slope was the most determinant factor that accounts for the destruction of green space in the city. This study presents logistic regression model as a way of evaluating the effect of environmental policies that have been practiced in the city. It has its significance in that it allows us a comprehensive understanding of the effect by considering every direct and indirect effect from other domains, such as air and water, on green space. We conclude discussing practicability of implementing environmental policy in terms of green space management with the focus on a non-statutory plan.

• Geomechanics and Engineering
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• 제18권6호
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• pp.585-594
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• 2019

In-situ leaching could be one of the promising mining methods to extract the minerals from deep fractured rock mass. Constrained by the low permeability at depth, however, the performance does not meet the expectation. In fact, the rock mass permeability mainly depends on the pre-existing natural fractures and therefore play a crucial role in in-situ leaching performance. More importantly, fractures have various characteristics, such as aperture, persistence, and density, which have diverse contributions to the promising method. Hence, it is necessary to study the variation of fluid rate versus fracture parameters to enhance in-situ leaching performance. Firstly, the subsurface fractures from the depth of 1500m to 2500m were mapped using the discrete fracture network (DFN) in this paper, and then the numerical model was calibrated at a particular case. On this basis, the fluid flow through fractured rock mass with various fracture characteristics was analyzed. The simulation results showed that with the increase of Fisher' K value, which determine the fracture orientation, the flow rate firstly decreased and then increased. Subsequently, as another critical factor affecting the fluid flow in natural fractures, the fracture transmissivity has a direct relationship with the flow rate. Sensitive study shows that natural fracture characteristics play a critical role in in-situ leaching performance.

• Steel and Composite Structures
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• 제42권4호
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• pp.513-538
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• 2022

This paper reports on experiments addressing the buckling and collapse behavior of an innovative built-up cold-formed steel (CFS) columns. The built-up column consists of four individual CFS lipped channels, two of them placed back-to-back at the web using two self-drilling screw fasteners at specified spacing along the column length, while the other two channels were connected flange-to-flange using one self-drilling screw fastener at specified spacing along the column length. In total, 12 experimental tests are reported, covering a wide range of column lengths from stub to slender columns. The initial geometric imperfections and material properties were determined for all test specimens. The effect of screw spacing, load-versus axial shortening behaviour and buckling modes for different lengths and screw spacing were investigated. Nonlinear finite element (FE) models were also developed, which included material nonlinearities and initial geometric imperfections. The FE models were validated against the experimental results, both in terms of axial capacity and failure modes of built-up CFS columns. Furthermore, using the validated FE models, a parametric study was conducted which comprises 324 models to investigate the effect of screw fastener spacing, thicknesses and wide range of lengths on axial capacity of back-to-back and flange-to-flange built-up CFS channel sections. Using both the experimental and FE results, it is shown that design in accordance with the American Iron and Steel Institute (AISI) and Australia/New Zealand (AS/NZS) standards is slightly conservative by 6% on average, while determining the axial capacity of back-to-back and flange-to-flange built-up CFS channel sections.