• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.801-810
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• 2010

Until now, design of Earth Retaining is practiced by 2nd dimensional analysis for convenience of analysis and time saving. However, the construction field is 3rd dimension, in this study, practised the 3rd dimensional analysis which can reflect the field condition more exactly the scope of earth retaining wall, and researched about the effective and economical way of design, compared and reviewed with the results, by practising both the 2nd and 3rd dimensional analysis. existing 2nd dimension. the depth of excavation, depth of embedded and soil condition. As result, under the whole conditions, more displacement came to appear to the value as result of 3rd dimensional analysis more than the result of 2nd dimensional analysis. Accordingly, the displacement by the 2nd dimension analysis is underestimated. Moreover, results of 2nd and 3rd dimensional analysis, there is no difference at displacement, when the depth of embedded is 0.5H, 1.0H and 1.5H, but Displacement of 1.5H is smaller than 0.5H, 1.0H. That is, the bigger the depth of embedded becomes, the displacement of Earth Retaining Wall appeared smaller. The displacement of earth retaining wall according to depth of excavation appeared bigger, when the depth of excavation is increased. In the meantime, when the soil condition is different, in the 2nd dimensional analysis, the displacement appeared biggest, in case of the clay layer, but in the 3rd dimensional analysis, in the beginning of excavating, the displacement of earth retaining wall appeared bigger in case of clay layer, but as excavating is in progress, the displacement of both compound soil layer and sand layer appeared big.

• 한국지반환경공학회 논문집
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• 제14권1호
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• pp.5-13
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• 2013

사질토 지반에 근입된 말뚝의 주변부에서는 말뚝의 수직하중에 의한 전단변형 시, 반경방향으로의 변위가 구속된다. 이러한 연직변위 구속상태에서의 전단강도는 기존의 직접전단실험으로는 모사하는데 어려움이 있다. 본 연구의 목적은 직접전단동안 연직변위를 허용하는 연직변위 허용조건(Free Normal Displacement: FND)의 직접전단실험과 연직변위를 허용하지 않는 연직변위 구속조건(Constrained Normal Displacement: CND)의 직접전단실험을 통하여 연직변위 구속여부가 전단강도에 미치는 영향을 평가 하는 것이다. 직접전단실험은 균등한 입도분포를 갖는 주문진 표준사를 사용하여, 연직변위의 구속여부에 따라 다양한 상대밀도와 초기응력조건 상태에서 수행되었다. 실험결과, CND 직접전단실험에서 얻은 전단강도는 FND 직접전단실험에서 얻은 전단강도보다 크게 나타났다. 또한, 상대밀도가 클수록 연직변위의 구속효과로 인한 전단강도의 증분이 더욱 늘어남을 보여주었다. 반면, 초기 연직응력의 증가는 구속효과로 인한 전단강도 증분의 감소로 나타나는 것을 관찰하였다. 본 연구에서는 경계부가 구속된 사질토지반의 안정성 평가 시, 전단강도에 대한 연직변위의 구속효과를 고려해야 함을 보여준다.

• 한국지반환경공학회 논문집
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• 제16권4호
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• pp.5-12
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• 2015

사면붕괴의 위험성이 있는 다양한 실계측 데이터들이 토목기술자들에게 주어졌지만 이를 해석, 가공 후 실시간 사면거동양상을 분석하고 사면안정에 대한 결론을 유도하는 일은 결코 쉬운 일이 아니다. 최근 많은 연구기관들이 실시간 계측시스템을 위험 사면 현장에 설치하고 이를 계측하고 있으나, 대부분이 하드웨어 시스템의 설치에 초점을 맞추고 있어 이들 계측시스템에서 구한 실시간 계측자료를 해석하는 소프트웨어는 상대적으로 약하다고 할 수 있다. 그러므로 이 연구는 시간에 따라 변위가 지속적으로 증가하는 사면거동에 대한 계측자료들이 서로 어떤 상호관련성이 있고 군집화되는지를 보여주고자 하는 데 목적이 있다. 실시간 계측자료들을 분류함에 있어 저자들은 세 가지의 수학적 개념을 사용하고자 한다. 즉 평균변위차지수($AD_{i,j}$), 평균상대변위차($\overline{RD}_{i,j}$) 및 평균상대좌표시스템($\overline{RD}$, AD)을 사용하고자 한다. 이 세 가지 개념은 통계학적 방법 및 사면파괴거동에 토대를 두고 있다. 그러므로 이 방법들은 파괴거동을 일으키는 같은 대상 사면영역의 군집특성을 보여준다.

• 한국분말재료학회지
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• 제23권4호
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• pp.311-316
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• 2016

$Ni(OH)_2$ hollow spheres have been prepared by solvent displacement crystallization using a micro-injection device, and the effect of process parameters such as concentration and the relative ratio of the injection speed of the precursor solution, which is an aqueous solution of $NiSO_4{\cdot}6H_2O$, to isopropyl alcohol of displacement solvent have been investigated. The crystal phases after NaOH treatment are in the ${\beta}-phase$ for all process parameters. A higher concentration of $NiSO_4{\cdot}6H_2O$ aqueous solution is injected by a micro-injection device and bigger $Ni(OH)_2$ hollow spheres with a narrower particle size distribution are formed. The crystallinity and hardness of the as-obtained powder are so poor that hydrothermal treatment of the as-obtained $Ni(OH)_2$ at $120^{\circ}C$ for 24 h in distilled water is performed in order to greatly improve the crystallinity. It is thought that a relative ratio of the injection speed of $NiSO_4{\cdot}6H_2O$ to that of isopropyl alcohol of at least more than 1 is preferable to synthesize Ni(OH)2 hollow spheres. It is confirmed that this solution-based process is very effective in synthesizing ceramic hollow spheres by simple adjustment of the process parameters such as the concentration and the injection speed.

• Earthquakes and Structures
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• 제11권1호
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• pp.83-107
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• 2016

In this study, the response and behavior of machine foundations resting on dry and saturated sand was investigated experimentally. A physical model was manufactured to simulate steady state harmonic load applied on a footing resting on sandy soil at different operating frequencies. Total of (84) physical models were performed. The parameters that were taken into consideration include loading frequency, size of footing and different soil conditions. The footing parameters are related to the size of the rectangular footing and depth of embedment. Two sizes of rectangular steel model footing were used. The footings were tested by changing all parameters at the surface and at 50 mm depth below model surface. Meanwhile, the investigated parameters of the soil condition include dry and saturated sand for two relative densities; 30 % and 80 %. The dynamic loading was applied at different operating frequencies. The response of the footing was elaborated by measuring the amplitude of displacement using the vibration meter. The response of the soil to dynamic loading includes measuring the stresses inside soil media by using piezoelectric sensors. It was concluded that the final settlement (St) of the foundation increases with increasing the amplitude of dynamic force, operating frequency and degree of saturation. Meanwhile, it decreases with increasing the relative density of sand, modulus of elasticity and embedding inside soils. The maximum displacement amplitude exhibits its maximum value at the resonance frequency, which is found to be about 33.34 to 41.67 Hz. In general, embedment of footing in sandy soils leads to a beneficial reduction in dynamic response (displacement and excess pore water pressure) for all soil types in different percentages accompanied by an increase in soil strength.

• Geomechanics and Engineering
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• 제15권4호
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• pp.947-955
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• 2018

In this study, we propose a three-dimensional simplified slope stability analysis using a hybrid-type penalty method (HPM). In this method, a solid element obtained by the HPM is applied to a column that divides the slope into a lattice. Therefore, it can obtain a safety factor in the same way as simplified methods on the slip surface. Furthermore, it can obtain results (displacement and strain) that cannot be obtained by conventional limit equilibrium methods such as the Hovland method. The continuity condition of displacement between adjacent columns and between elements for each depth is considered to incorporate a penalty function and the relative displacement. For a slip surface between the bottom surface and the boundary condition to express the slip of slope, we introduce a penalty function based on the Mohr-Coulomb failure criterion. To compute the state of the slip surface, an r-min method is used in the load incremental method. Using the result of the simple three-dimensional slope stability analysis, we obtain a safety factor that is the same as the conventional method. Furthermore, the movement of the slope was calculated quantitatively and qualitatively because the displacement and strain of each element are obtained.

• Journal of Oral Medicine and Pain
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• 제42권1호
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• pp.16-19
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• 2017

Clinicians are familiar with limitation of opening mouth caused by temporomandibular disorders. Sometimes, patients also complain of difficulty in closing mouth. Difficulty in closing mouth can be caused by anterior, posterior disc displacement, and subluxation of temporomandibular joint (TMJ). In this report, we presented a patient who had a difficulty in both opening and closing mouth. The patient complained of TMJ noises and intermittent limitation of opening mouth, and inability to get teeth back into maximal intercuspal position. Magnetic resonance images revealed that the left TMJ had an anterior disc displacement with relative posterior disc displacement. We reviewed the possible causes, signs and symptoms, and treatment for difficulty in closing mouth with related literatures.

• International Journal of Precision Engineering and Manufacturing
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• 제5권2호
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• pp.16-21
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• 2004

An elastomeric bushing is a device used in automotive suspension systems to reduce the load transmitted from the wheel to the frame of the vehicle. The relation between the load applied to the shaft or sleeve and the relative displacement of elastomeric bushing is nonlinear and exhibits features of viscoelasticity. A load-displacement relation for elastomeric bushing is important fur dynamic numerical simulations. A boundary value problem fur the bushing response leads to the load-displacement relation, which requires complex calculations. Therefore, by modifying the constitutive equation for a nonlinear viscoelastic incompressible material developed by Lianis, the data for the elastomeric bushing material was obtained and this data was used to derive the new load-displacement relation for radial response of the bushing. After the load relaxation function for the bushing was obtained from the step displacement control test, Pipkin-Rogers model was developed. Solutions were allowed for comparison between the results of the modified Lianis model and those of the proposed model. It was shown that the proposed Pipkin-Rogers model was in very good agreement with the modified Lianis model.

• 한국지반공학회논문집
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• 제23권5호
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• pp.101-110
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• 2007

말뚝의 형상이 비배토말뚝의 지지력에 미치는 영향을 규명하기 위하여 가압토조와 형상이 다른 세개의 모형말뚝을 이용해서 일련의 모형말뚝재하시험을 수행하였다. 시험결과에 따르면 테이퍼말뚝의 지지력은 지반의 응력상태와 상대밀도 뿐만 아니라 말뚝의 테이퍼 각도에도 영향을 받는 것으로 나타났다. 그리고 모형시험의 결과에 근거해서 비배토말뚝의 지지력을 예측할 수 있는 새로운 지지력 산정식을 제안하였으며, 그 제안식에는 말뚝의 테이퍼 각도가 지지력에 미치는 영향이 반영되었다.

• Geomechanics and Engineering
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• 제1권1호
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• pp.97-112
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• 2009

The interactions between a granular pile and raft placed on top are investigated using the continuum approach. The compatibility of vertical and radial displacements along the pile - soil interface and of the vertical displacements along the raft - top of ground interfaces are satisfied. Results show that consideration of radial displacement compatibility does not influence the settlement response of or sharing of the applied load between the granular pile and the raft. The percentage load carried by the granular pile (GP) increases with the increase of its stiffness and decreases with the increase of the relative size of raft. The normal stresses at the raft - soil interface decrease with the increase of stiffness of GP and/or relative length of GP. The influences of GP stiffness and relative length of GP are found to be more for relatively large size of raft. The percentage of load transferred to the base of GP increases with the increase of relative size of raft.