• 한국지반공학회논문집
• /
• 제30권9호
• /
• pp.29-39
• /
• 2014

본 연구는 지반과 말뚝 사이의 경계면 물성치에 따른 말뚝의 거동을 파악하기 위하여, 말뚝 모형시험 결과와 유한요소해석 결과를 이용하여 비교 분석하였다. 모형시험은 말뚝이 침하함에 따른 주변 지반의 거동을 파악하기 위하여 근거리 사진계측 기법을 적용하였으며, 강재와 콘크리트로 제작 된 각각의 말뚝으로 시험을 수행하였다. 수치해석은 모형시험을 근거로 모델링 하였으며, 지반과 말뚝 사이의 미끄러짐을 모사하기 위하여 경계면 요소를 이용하였다. 또한 경계면 강도감소계수 $R_{inter}$를 이용하여 경계면 요소의 물성치를 나타내었으며, 이 값을 바꿔가며 모형시험 결과와 비교하였다. 본 연구를 통해 근거리 사진계측 기법과 수치해석 결과가 어느 정도 잘 일치하는 것을 확인 할 수 있었다. 또한, 말뚝의 재료에 따른 경계면 강도감소계수 $R_{inter}$ 값이 말뚝 거동에 영향을 주는 것을 확인하였다.

• Journal of applied mathematics & informatics
• /
• 제41권2호
• /
• pp.295-309
• /
• 2023

The Richards' equation attracts the attention of several scientific researchers due to its importance in the hydrogeology field especially porous soil. This work presents a numerical method to solve the two dimensional Richards' equation. The pressure form and the mixed form of Richards' equation are solved numerically using a bivariate diamond finite volumes scheme. Euler explicit scheme is used for the time discretization. Different test cases are done to validate the accuracy and the efficiency of our numerical model and to compare the possible numerical strategies. We started with a first simple test case of Richards' pressure form where the hydraulic capacity and the hydraulic conductivity are taken constant and then a second test case where the hydrodynamics parameters are linear variables. Finally, a third test case where the soil parameters are taken according the Van Gunchten empirical model is presented.

• 산업기술연구
• /
• 제21권B호
• /
• pp.205-212
• /
• 2001

This paper is experimental and numerical research about the sliding behavior of cantilever retaining walls resisting surcharge loads. In experimental research, centrifuge model tests at the lg and 40 g-level were performed by changing the location of model footing and its width. Bearing capacity of model footing and characteristics of load-settlement and load-lateral displacement of retaining wall were investigated. Test results of bearing capacity were compared with modified jarquio method, based on the limit equilibrium method with elasticity theory. For the numerical analysis, the commericially available program of FLAC was used by implementing the hyperbolic constitutive relationships to compare with test result about load-settlement and load-displacement of retaining wall, bearing capacity of strip footing.

• 한국지반공학회논문집
• /
• 제38권11호
• /
• pp.31-42
• /
• 2022

본 논문에서는 원심모형시험을 이용한 국제공동연구인 LEAP-2017의 결과를 이용하여 액상화 수치모델의 거동에 대한 검증을 실시하였다. 동적원심모형시험은 Ottawa F-65모래로 수면 아래 조성된 경사각 5°의 지반에 1Hz 테이퍼형 사인파를 가진하여 시행되었다. 원심모형시험의 원형스케일로 모델링 된 수치해석 모델은 유한차분법을 이용한 2차원 및 3차원 해석을 시행하였다. 수치해석의 검증은 깊이별 가속도와 간극수압 시간이력, 잔류변위에 대해 이루어 졌다. 검증결과, 모든 모델에서 시험과 유사한 가속도 시간이력을 나타내었으나, 일부모델이 나타내는 간극수압의 변화는 시험결과와 차이를 나타내었다. 수치해석결과로 나타난 액상화 후 잔류변위는 원심모형시험 대비 매우 작은 크기로 확인되어, 이에 대해서는 추후 LEAP-2017에 참여한 다른 기관의 시험결과와 비교분석이 필요한 것으로 확인되었다.

• Nuclear Engineering and Technology
• /
• 제51권1호
• /
• pp.31-44
• /
• 2019

This study simulated a control rod assembly (CRA), which is a part of reactor shutdown systems, in immersed and fluid flow conditions. The CRA was inserted into the reactor core within a predetermined time limit under normal and abnormal operating conditions, and the CRA (which consists of complex geometric shapes) drop behavior is numerically modeled for simulation. A full-scale prototype CRA drop test is established under room temperature and water-fluid conditions for verification and validation. This paper describes the details of the numerical modeling and analysis results of the several conditions. Results from the developed numerical simulation code are compared with the test results to verify the numerical model and developed computer code. The developed code is in very good agreement with the test results and this numerical analysis model and method may replace the experimental and CFD method to predict the drop behavior of CRA.

• 대한조선학회 특별논문집
• /
• 대한조선학회 2015년도 특별논문집
• /
• pp.41-45
• /
• 2015

In this study reviewed the validity of the estimated optimum trim by the numerical analysis. For this purpose, the numerical analysis of the trim optimization for 6500TEU container carrier and capesize bulk carrier were carried out using Star-CCM+, which results were compared with the results of model tests. The reliability of results of the numerical analysis was confirmed via comparing the resistance determined by the numerical analysis and model test. The performance of self-propulsion at each trim conditions were estimated using the calculated resistance by numerical analysis. The BHP at each trim condition were calculated by estimated performance of self-propulsion, which trend of results were confirmed similar trend of result of model test.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2008년도 학술발표회 논문집
• /
• pp.449-453
• /
• 2008

This research focused on analyzing and comparing between the results of hydraulic physical modeling and the results of numerical modeling of Grass Concrete which is newly developed in-situ block system. The physical model was built as a scale of 1:50 by Froude similitude measuring the water levels and the water velocities for before and after vegetation and the effects were analyzed after reviewing the results. In consequence, the water velocities were observed to decrease meanly 19.1%, and the water depth were determined to increase meanly 27.8% in case of the of design flood, $Q=200m^3/sec$. Moreover, the velocities were produced reduction effects of 27.2%, and the water levels were derived from addition effects of the highest 31.3% in case of the probability maximum flood(PMF), $Q=600m^3/sec$. To verifying the hydraulic physical modeling, the numerical modeling was conducted for a close examination of before and after vegetation. HEC-RAS model was for 1 dimensional numerical analysis and RMA-2 was for 2 dimensional numerical analysis. The results of the numerical simulation, under the condition of roughness coefficient calibration, shows similar results of the physical modeling. These satisfactory results show that the accomplished results of hydraulic modeling and the predicted results of numerical modeling corresponded reasonably each others.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
• /
• pp.1011-1016
• /
• 2009

In this study, to performed laboratory model tests in order to verify on load transfer condition of drilled shaft under lateral loading. To conducted model test on polystyle drilled shaft under multi layer ground conditions. In model test, to measured the strain of drilled shaft and displacement under later loading. In order to verify on model test results, to conduct the numerical analysis.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.595-606
• /
• 2009

This paper presents the characteristics of stress transfer around carven due to cavern size and rock joint properties by laboratory model test. In order to perform this study, eight different scaled model tests were carried out according to excavation stage. The limited numerical analysis were also performed to verify the model test results. The amount of stress transfer around the cavern is increased and then decreased by longitudinal arching effect according to tunnel excavation. It is founded that the stress developed around the cavern during excavation is increased when the cavern size and joint orientation are increased. It is also investigated that shear behaviour (such as stress, deformation) developed around cavern is considerably depended on the characteristic of fill material, dip and direction of joints. It is suggested that the behaviour will be verified throughout the 3D numerical prediction.

• Nuclear Engineering and Technology
• /
• 제29권2호
• /
• pp.158-166
• /
• 1997

Integrated performance test of Chemical and Volume Control System was successfully performed in 1994. However, an extensive effort to correct hardware and software problems in the letdown line was required mainly due to the lack of adequate simulation code to predict the test accurately. Although the LTC computer code was used during the YGN 3'||'&'||'4 NSSS design process, the code can not satisfactorily predict the test due to it insufficient letdown line modeling. This study developed a numerical model to simulate the letdown test by modifying the current LTC code, and then verified the model by comparing with the test data. The comparison shows that the modified LTC computer code can predict the transient behavior of letdown system lese very well. Especially, the model was verified to be able to predict the "Stiction (composition of stick and friction)" phenomena which caused instantaneous fluctuations in the letdown backpressure and flowrate. Therefore, it is concluded that the modified LTC computer code with the ability of calculating the "Stiction" phenomena will be very useful for future plant design and test predictions.predictions.