• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.300-310
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• 2008

A series of numerical simulations on the several types of breakwaters on the foundation systems utilizing buoyancy were carried out in plane-strain conditions using the modified Cam-Clay model and the Biot's consolidation theory. Improved foundation system by the replacement of original ground with light weighted material, expandable poly-styrene (called below EPS) and several foundation systems with buoyant cells were used. From the results of numerical simulations we found that the foundation systems utilizing buoyancy are efficient to reduce the maximum consolidation settlements without reducing lateral safety.

• 한국해양공학회지
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• 제3권2호
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• pp.570-570
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• 1989

The natural frequencies of a rectangular plate on non-homogeneous elastic foundations were obtained by using the Ritz method and Galerkin method. The results of both methods using the different type of trial functions were also compared. Furthermore, the effects of the variation of boundary conditions, the stiffness of the foundation spring, the dimension ratio of the plate were investigated. As a result, the Galerkin method can be used to obtain the accurate solution and can be effectively used to design the foundation bed.

• 한국해양공학회지
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• 제3권2호
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• pp.70-76
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• 1989

The natural frequencies of a rectangular plate on non-homogeneous elastic foundations were obtained by using the Ritz method and Galerkin method. The results of both methods using the different type of trial functions were also compared. Furthermore, the effects of the variation of boundary conditions, the stiffness of the foundation spring, the dimension ratio of the plate were investigated. As a result, the Galerkin method can be used to obtain the accurate solution and can be effectively used to design the foundation bed.

• Advances in environmental research
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• 제8권1호
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• pp.39-54
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• 2019

This paper presents comprehensive scientific details about mangrove soil in Gulf of Kachchh, Gujarat. A total of ten sites were studied during November, 2011 to December, 2014 in order to know the physico-chemical characteristics of mangrove soil. The results indicated that the soil in GoK had silty loam texture. Other physico-chemical parameters ranged as; pH: 7.39-7.61, Bulk Density: 0.30 g/㎤-0.54 g/㎤, Particle Density: 1.26 g/㎤-1.76 g/㎤, Organic Carbon: 0.70%-1.13%, Organic Matter: 1.01%-1.74% and Moisture Content: 33.45%-56.38%. The paper would be useful to the stakeholders, coastal managers and scientific communities to know the mangrove soil conditions of Gulf of Kachchh for management and planning for conservation of mangrove ecosystem.

• 산업기술연구
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• 제27권B호
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• pp.209-214
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• 2007

This paper is the research result about centrifuge model experiments of investigating the behavior of bridge abutment on the sloped ground. Ground condition of the studied site was the bridge abutment with pile foundation adjacent to the slope. The pile foundations was supported on the soft rocks covered with the embankment. Evaluating the behavior of such a complicate ground and structure conditions was not easy so that the centrifuge modelling was performed to find the overall behavior of them. Layout of centrifuge model experiment was simplified to simulate easily the actual behavior of very complicate site condition. Construction process in field such as ground excavation for footing foundation, installation of piles, placement of footing and bridge abutment, backfilling and surcharge loading eas duplicated in the centrifuge model experiment. Consequently, the stability of the piled bridge abutment adjacent to the slope of embankment was evaluated throughout centrifuge modelling.

• Structural Engineering and Mechanics
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• 제45권2호
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• pp.169-182
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• 2013

The mechanical behavior of rectangular foundation plates with perimetric beams and internal stiffening beams of the plate is herein analyzed, taking the foundation design into account. A series of dimensionless parameters related to the geometry of the studied elements were defined. In order to generalize the problem statement, an initial settlements was considered. A numeric procedure was developed for the resolution by means of the Finite Differences Method that takes into account the stiffness of the plate, the perimetric and internal plate beams and the soil reaction module. Iterative algorithms were employed which, for each of the analyzed cases, made it possible to find displacements and reaction percentages taken by the plate and those that discharge directly into the perimetric beams, practically without affecting the plate. To enhance its mechanical behavior the internal stiffening beams were prestressed and the results obtained with and without prestressing were compared. This analysis was made considering the load conditions and the soil reaction module constant.

• Structural Engineering and Mechanics
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• 제72권4호
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• pp.525-540
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• 2019

The purpose of the present work was to study the dynamic instability of a three-layered, symmetric sandwich beam subjected to a periodic axial load resting on nonlinear elastic foundation. A higher-order theory was used for analysis of sandwich beams with soft core on elastic foundations. In the higher-order theory, the Reddy's third-order theory was used for the face sheets and quadratic and cubic functions were assumed for transverse and in-plane displacements of the core, respectively. The elastic foundation was modeled as nonlinear's type. The dynamic instability regions and free vibration were investigated for simply supported conditions by Bolotin's method. The results showed that the responses of the dynamic instability of the system were influenced by the excitation frequency, the coefficients of foundation, the core thickness, the dynamic and static load factor. Comparison of the present results with the published results in the literature for the special case confirmed the accuracy of the proposed theory.

• 감성과학
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• 제16권1호
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• pp.1-10
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• 2013

본 연구에서는 인체 상 하체에 대한 적정 의복압값과 평소 착용습관에 따른 주관적 압박감의 차이를 알아보기 위해 30-40대 중년여성을 대상으로 거들과 웨이스트 니퍼를 착용한 후 압력값과 주관적 압박감을 측정하였다. 또한 화운데이션 착용 시 주관적 압박감에 영향을 미치는 제반 요소(자세변화, 착용시간, 심호흡 등)에 대하여 알아보고자 의복압과 주관적 압박감를 측정하고 분석하여 다음과 같은 결론을 얻었다. 적정 의복압의 평균 결과 거들은 $2.1{\pm}0.8$ kPa, 웨이스트 니퍼는 $1.5{\pm}0.8$ kPa로 하체의 적정 평균 의복압이 상체에 비하여 높게 나타났으며, 하체보다는 상체에서 평소 느슨하게 입을수록 압박 수준에 대한 민감도가 컸다. 화운데이션 착용습관 조사를 통해 느슨하게 입는 그룹을 'loosely', 조여입는 그룹을 'tightly'로 분류하여 압력값과 주관적 평가의 상관관계를 살펴본 결과 'loosely' 그룹에서 객관적 압력값과 주관적 평가 간에 또한 주관적 평가와 선호도 간에 상관계수가 더 높게 나타나 평소의 착용습관이 압박감각에 영향을 미침을 알 수 있었다. 자세(선 자세, 앉은 자세)에 따른 압력값의 변화는 웨이스트 니퍼에서만 유의한 차이가 나타나(p=.001), 웨이스트 니퍼 설계 시 적정 의복압을 유지하기 위한 주의를 거들보다 더 기울여야 함을 알 수 있었다. 또한, 시간이 지남에 따라 실제 압력값은 변화가 없었으나 주관적 압박감은 대체적으로 적응을 하여 장기간 착용 시 생리적으로 부정적 영향을 미쳐도 인식하지 못할 수 있음을 알 수 있다.

• Steel and Composite Structures
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• 재36권6호
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• pp.689-702
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• 2020

The current study deals with the size-dependent free vibration analysis of graphene nanoplatelets (GNPs) reinforced polymer nanocomposite plates resting on Pasternak elastic foundation containing different boundary conditions. Based on a four variable refined shear deformation plate theory, which considers shear deformation effect, in conjunction with the Eringen nonlocal elasticity theory, which contains size-dependency inside nanostructures, the equations of motion are established through Hamilton's principle. Moreover, the effective material properties are estimated via the Halpin-Tsai model as well as the rule of mixture. Galerkin's mathematical formulation is utilized to solve the equations of motion for the vibrational problem with different boundary conditions. Parametrical examples demonstrate the influences of nonlocal parameter, total number of layers, weight fraction and geometry of GNPs, elastic foundation parameter, and boundary conditions on the frequency characteristic of the GNPs reinforced nanoplates in detail.

• 한국산학기술학회논문지
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• 제21권6호
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• pp.137-143
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• 2020

본 연구에서는 강성관용 하수관거 설계 시 주로 관에 작용하는 모멘트를 기준으로 관의 파손여부를 결정하는 기존 설계법의 개선을 위해 하수관거 기초의 지지력 및 침하량을 추가로 평가하는 개선안을 제시하였다. 동일한 조건에서 쇄석기초의 안전성이 가장 낮게 나타났고, 콘크리트 VR관 및 조립식 플라스틱 기초는 굴착 깊이 대부분에서 안전한 것으로 나타났다. 강성관용 하수관거 기초의 지지력은 기초의 종류에 상관없이 기초의 형상, 지반조건 및 지하수위에 따라 지지력이 결정되었다. 기초의 지지력은 지하수위가 높은 경우 작게 평가되었고, 동일 깊이에서 기초의 폭이 작을수록 크게 나타났다. 전체적으로 근입 깊이가 깊어짐에 따라 발생하는 즉시침하량은 작아지는 경향을 보이고, 관의 직경이 커짐에 따라 동일깊이에서 즉시침하량은 커지는 경향을 보여주고 있다. 강성관용 하수관거 설계 시 기존의 관에 작용하는 모멘트를 기준으로 하는 관의 파손 여부에 본 연구 결과에서 얻어진 지지력 및 즉시침하량을 고려하는 것이 강성관용 하수관거의 침하 등으로 인한 문제 해결에 합리적인 것으로 판단된다.