• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.720-728
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• 2009

This thesis is results of numerical analyses about test results of discharge capacity apparatus using penetration method. Applicability of numerical approach with FEM technique, using Cam-clay model, was confirmed by analyzing the results of standard consolidation test before analyzing test results of discharge capacity apparatus using penetration method. Thus, input parameters for the model was convinced to be appropriate. For numerical analyses about test results of discharge capacity apparatus using penetration method, identical initial and loading conditions during tests were applied to simulate test results correctly. Effects of ground disturbance resulted from installment of vertical drains on the behaviors of consolidation were also simulated. Applicability of numerical approach was investigated by comparing test results with numerical ones. As results of them, both of consolidation settlement were found to be in good agreements so that its applicability was confirmed. As results of numerical estimation, degree of consolidation with the condition of considering smear zone was found to be delayed, compared with results without smear zone. On the other hands, parametric numerical analyses of changing parameters related to smear zone such as permeability and size of smear zone and permeability of vertical drain were also carried out.

• Geomechanics and Engineering
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• 제1권3호
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• pp.241-257
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• 2009

The one-dimensional compressibility of sand is an important property for the estimation of settlement or deformation of sand deposits. The $K_0$ value of sand is also an important design parameter. Experimental results are presented in this paper to study the compressibility of sand in $K_0$ consolidation tests. The $K_0$ consolidation tests were carried out using a triaxial cell and a plane-strain apparatus. Specimens prepared using both the moist tamping and the water sedimentation methods were tested. The testing data demonstrate that the type of testing apparatus does not affect the $K_0$ measurement if proper boundary conditions are imposed in the tests. The data also show that the compressibility and the $K_0$ value of loose sand specimens prepared using the moist tamping method are very sensitive to the variation of void ratio. The $K_0$ values measured from these tests do not agree with the $K_0$ values calculated from Jaky's equation. The compressibility and $K_0$ values of sand obtained from tests on specimens prepared using different preparation methods are different which may reflect the influence of soil fabrics or structures on the one dimensional compression behavior of sand.

• 수산경영론집
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• 제43권1호
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• pp.19-34
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• 2012

The purpose of the paper is to find out the trade patten and characteristics of Korea's fisheries products by figuring out the factors of affecting the volume of the export of Korean frozen fisheries products based on the data of frozen fisheries (HS0303), which make up of the large volume of Korea's fisheries export using gravity model. The paper has performed regression analysis through using 624 panel data and the statistical program, STATA 12.0. In this study, we can get two results as follows: First, the total import volume of fisheries and transportation distance of trade partners have an influence on the Korea's trade of frozen fisheries products. The time and fare of transportation have also an influence on the Korea's trade of frozen fisheries products. Second, Korea's trade of frozen fisheries products is also affected by the exchange rate of currencies and settlement of FTA which could be shown as important factors in the estimation of export function of general products.

• 수산경영론집
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• 제39권2호
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• pp.25-39
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• 2008

The Korean government is in the establishment process of plan for managing fishing effort by setting up the maximum fishing gear usage per fishery type for the recovery of fishery resources, for the settlement of disputes between fishery sectors over fishing gears, and for the stability of fishing business condition. Especially in the setting up of the maximum fishing gear usage, economic standards as well as biological standards are being considered as a significant factor to promote the sustainable and economically viable development of fisheries. This study is, thus, to analyze the optimal economic fishing gear usage ($E_{MEY}$) as the most economically efficient one for the coastal snow crab gillnet fishery, one of the most controversial sectors in establishing the maximum fishing gear usage. The data of logbooks per trip were used for concentrating on the estimation of $E_{MEY}$ per trip because it was considered there were limitations of data available for analyses. As a finding drawn from the analyses, the optimal economic trap usage ($E_{MEY}$) of coastal snow crab gillnet vessels per trip has to be decreased by about 13%. That is, reducing the trip gillnet usage up to the level of $E_{MEY}$ can lead to the reduction of trip fishing costs, thereby resulting in the increased trip profits.

• Coupled systems mechanics
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• 제3권2호
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• pp.147-170
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• 2014

In the recent times, dimensions of heavy load carrying vehicle have changed significantly incorporating structural flexibility in vehicle body. The present paper outlines a procedure for the estimation of bridge response statistics considering structural bending modes of the vehicle. Bridge deck roughness has been considered to be non homogeneous random process in space. Influence of pre cambering of bridge surface and settlement of approach slab on the dynamic behavior of the bridge has been studied. A parametric study considering vehicle axle spacing, mass, speed, vehicle flexibility, deck unevenness and eccentricity of vehicle path have been conducted. Dynamic amplification factor (DAF) of the bridge response has been obtained for several of combination of bridge-vehicle parameters. The present study reveals that flexible modes of vehicle can reduce dynamic response of the bridge to the extent of 30-37% of that caused by rigid vehicle model. However, sudden change in the bridge surface profile leads to significant amount of increment in the bridge dynamic response even if flexible bending modes remain active. The eccentricity of vehicle path and flexural/torsional rigidity ratios plays a significant role in dynamic amplification of bridge response.

• 한국산학기술학회논문지
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• 제16권6호
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• pp.4201-4207
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• 2015

본 연구에서는 최근 뉴질랜드의 Christchurch 지역의 2011년 2월 22일의 지진규모(Mw) 6.2 지진발생 후 얻어진 데이터를 이용하여 지진에 의한 지하 상수도관 시스템의 성능에 주안점을 두고 연구를 수행하였다. 이 논문은 액상화로 인하여 발생된 영구지반변형지역과 서로 다른 재질의 상수도관에 따라 1 km 당 손상갯수로 산정되는 손상율을 액상화 지역에서의 지진발생 전후에 얻어진 높은 해상도의 라이다데이터로부터 계산된 부등침하와 횡방향 지반변형률의 관계를 통하여 산정하였다. 본 연구에서는 영구지반변형에 따른 매설된 상수도관의 지진성능을 요약하여 설명하였으며 연구결과 연성이 매우 큰 폴리에틸렌 상수도관이 매우 우수한 지진성능을 가지고 있음을 알 수 있다.

• Smart Structures and Systems
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• 제29권3호
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• pp.513-522
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• 2022

Due to the importance of accurate analysis of bearing capacity in civil engineering projects, this paper studies the efficiency of two novel metaheuristic-based models for this objective. To this end, black hole algorithm (BHA) and multi-verse optimizer (MVO) are synthesized with an artificial neural network (ANN) to build the proposed hybrid models. Based on the settlement of a two-layered soil (and a shallow footing) system, the stability values (SV) of 0 and 1 (indicating the stability and failure, respectively) are set as the targets. Each model predicted the SV for 901 stages. The results indicated that the BHA and MVO can increase the accuracy (i.e., the area under the receiving operating characteristic curve) of the ANN from 94.0% to 96.3 and 97.2% in analyzing the SV pattern. Moreover, the prediction accuracy rose from 93.1% to 94.4 and 95.0%. Also, a comparison between the ANN's error decreased by the BHA and MVO (7.92% vs. 18.08% in the training phase and 6.28% vs. 13.62% in the testing phase) showed that the MVO is a more efficient optimizer. Hence, the suggested MVO-ANN can be used as a reliable approach for the practical estimation of bearing capacity.

• Steel and Composite Structures
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• 제49권4호
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• pp.407-417
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• 2023

After a disaster like the catastrophic earthquake, the government have to use rapid assessment of the condition (or damage) of bridges, buildings and other infrastructures is mandatory for rapid feedbacks, rescue and post-event management. Many domain schemes based on the measured vibration computations, including least squares estimation and neural fuzzy logic control, have been studied and found to be effective for online/offline monitoring of structural damage. Traditional strategies require all external stimulus data (input data) which have been measured available, but this may not be the generalized for all structures. In this article, a new method with unknown inputs (excitations) is provided to identify structural matrix such as stiffness, mass, damping and other nonlinear parts, unknown disturbances for example. An analytical solution is thus constructed and presented because the solution in the existing literature has not been available. The goals of this paper are towards access to adequate, safe and affordable housing and basic services, promotion of inclusive and sustainable urbanization and participation, implementation of sustainable and disaster-resilient buildings, sustainable human settlement planning and manage. Simulation results of linear and nonlinear structures show that the proposed method is able to identify structural parameters and their changes due to damage and unknown excitations. Therefore, the goal is believed to achieved in the near future by the ongoing development of AI and control theory.

• 한국지반공학회논문집
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• 제31권11호
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• pp.41-48
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• 2015

대규모 지반침하 및 지반함몰로 인한 재산, 인명피해를 사전에 예방하기 위하여 지반의 공동 및 이완구간에 대한 조사는 필수적이다. 최근, 지하투과레이더를 이용한 지반침하 및 지반함몰 구간 예측과 관련된 연구가 활발히 진행되고 있으나, 기존의 지하투과레이더 탐사에서는 전기적 임피던스가 서로 다른 층간 경계면 심도만을 산정하므로 조밀한 지반과 느슨한 지반을 서로 반대로 예측하는 오류를 범할 수 있었다. 본 연구에서는, 지하투과레이더로부터 획득된 전자기파의 반사파 특성을 이용하여 이완구간 심도를 추정하고자 하였다. 이완구간에 따른 신호획득을 위하여 과거 침하이력이 있었던 현장을 대상으로 지하투과레이더 탐사가 수행되었으며, 결과의 상호비교 및 검증을 위하여 동적 콘 관입시험이 수행되었다. 전자기파의 반사특성 분석 결과, 지하투과레이더 안테나에서 처음 측정된 신호와 조밀한 지반에서 반사되어 측정된 전자기파는 동일한 위상을 보이며, 느슨한 지반에서 반사되는 경우 안테나에서 처음 측정된 신호와 반대 위상을 보이는 것으로 나타났다. 획득된 지하투과레이더 신호로부터 대상지반의 이완구간 심도 산정 및 동적 콘 관입지수와 상호비교 결과, 지하투과레이더 신호 분석으로부터 산정된 이완구간 또는 조밀한 구간의 심도는 높은 신뢰도로 산정되었다. 본 연구에서 수행된 지하투과레이더 신호획득 및 분석과정은 지반 불연속층의 심도산정뿐만 아니라 이완구간 산정에 활용될 수 있을 것으로 판단된다.

• 한국지반공학회논문집
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• 제26권1호
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• pp.5-19
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• 2010

매립지반의 지층분포는 터파기 공사 시 지층파악, 말뚝 지지층 심도 예측, 잔류 침하량 예측 등에 직접적으로 사용되는 중요한 정보이다. 이러한 지층분포는 기존의 지반조사자료를 이용하여 지구통계학적 방법인 크리깅과 이격거리에 따라 가중치를 부여하는 역거리가중치법 등을 사용하여 추정할 수 있다. 본 논문에서는 크리깅과 역거리가중치법의 추정결과의 신뢰성을 교차검증한 후 각각의 방법에서 사용되는 적정한 베리오그램 모델과 $\alpha$ 값을 제시하였다. 크리깅에서는 실험적 베리오그램에 가장 적합한 이론적 베리오그램 모델이 반드시 가장 신뢰성 높은 추정결과를 주지 않는다는 것을 알 수 있었다. 역거리가중치법에서는 지층의 형성과정에 따라 적정 $\alpha$ 값이 다르며, 풍화토가 매립층과 퇴적층보다 큰 $\alpha$ 값을 사용할 경우 신뢰성 높은 결과를 얻을 수 있었다. 크리깅의 추정결과가 역거리가중치법에 비하여 신뢰성이 높은 것으로 나타났으며, 크리깅은 베리오그램을 이용하여 지층분포의 구조를 파악할 수 있었다.