• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.940-950
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• 2010

In case of uneven surcharge like backfill or embankment after constructing caisson applied on the deep soft marine deposits, lateral deformation of soft soils would happen due to plastic deformation of soil particles by increase of excess pore water pressure. Lateral deformation of soil will result in the caisson displacement which affects soft soil-caisson structure safety. Soft soil was improved by soil compaction pile method, and then gravity caisson was installed. Soil deformations were monitored and analyzed with step by step backfill and embankment behind the caisson. Amount and speed of lateral deformation after the installation of caissons were closely related with the time of backfill and embankment. The relationship between maximum lateral displacement($\Delta_y$) in front of caisson and settlement($\Delta_s$) can be expressed as $\Delta_y=(0.0871)\Delta_s+122.95$. Soft soil depth did not affect the lateral displacement of caisson in this study, which can be explained the soft soil improvement under the caisson by S.C.P. method. Substantially the amount and speed of the lateral deformation of caisson were closely related with the uneven surcharging rate behind caisson.

• Geomechanics and Engineering
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• 제13권5호
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• pp.775-791
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• 2017

Surface wave techniques are widely used as non-invasive method for geotechnical site characterization. Field surface wave data are collected and analyzed using different processing techniques to generate the dispersion curves, which are further used to extract the shear wave velocity profile by inverse problem solution. Characteristics of a dispersion curve depend on the subsurface layering information of a vertically heterogeneous medium. Sometimes soft layer can be found between two stiff layers in the vertically heterogeneous media, and it can affect the wave propagation dramatically. Now most of the surface wave techniques use the fundamental mode Rayleigh wave propagation during the inversion, but this may not be the actual scenario when a soft layer is present in a vertically layered medium. This paper presents a detailed and comprehensive study using finite element method to examine the effect of soft layers which sometimes get trapped between two high velocity layers. Determination of the presence of a soft layer is quite important for proper mechanical characterization of a soil deposit. Present analysis shows that the thickness and position of the trapped soft layer highly influence the dispersion of Rayleigh waves while the higher modes also contribute in the resulting wave propagation.

• 한국안광학회지
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• 제9권1호
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• pp.53-68
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• 2004

소프트콘택트렌즈의 단백질 부착은 미생물에 의한 감염을 증가시킬 뿐만 아니라 이물감이나 흐릿한 시야를 비롯한 착용감의 저하 등과 같은 많은 부작용을 유발할 수 있다. 본 연구에서는 20대 20명(40안)이 착용한 소프트콘택트렌즈에의 단백질 부착 양상을 착용시간별로 조사하고, 렌즈의 접촉각과 총 가시광선 투과도에 미치는 영향을 알아보았다. 또한 각막의 용도 및 pH 변화가 단백질의 부착에 미치는 영향에 대하여서도 연구하였다. Etafilcon A 재질의 2주착용 소프트콘택트렌즈는 다목적용액으로 매일 관리를 하였음에도 불구하고 렌즈에 단백질이 남아있었으며 착용이 계속됨에 따라 정점 부착되는 단백질의 양도 증가하여 착용 후 14일이 지난 렌즈의 경우는 이미 렌즈의 접촉각이 통계적으로 유의성있게 크게 증가하여 렌즈 표면의 습윤성에 영향을 미칠 수 있음을 알 수 있었으며, 총 가시광선 투과량도 7% 정도 감소하였음을 확인하였다. 또한 소프트콘택트렌즈에서 단백질의 부착은 누액의 온도가 증가할수록 많아졌으며 누액의 pH가 중성인 경우 단백질의 부착양이 가장 적었으며 산성이나 알칼리성으로 갈수록 부착되는 단백질의 양이 증가하였다. 연속착용렌즈 착용시에는 눈을 뜨고 있는 활동시간보다 눈을 감고 있는 수면 중에 렌즈에 부착되는 단백질의 양이 크게 증가하였으며 이러한 결과는 성별과 관계없이 동일하였다. 연속착용렌즈를 8시간동안 착용하였을 때 렌즈에 부착된 단백질의 양은 렌즈 표면의 접촉각과 총 가시광선 투과도에 큰 변화를 주지는 않았다.

• Structural Engineering and Mechanics
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• 제45권3호
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• pp.311-321
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• 2013

In this study, to have a better judgment on the structural performance, the effects of dynamic Soil-Structure Interaction (SSI) on seismic behaviour and lateral structural response of mid-rise moment resisting building frames are studied using Finite Difference Method. Three types of mid-rise structures, including 5, 10, and 15 storey buildings are selected in conjunction with three soil types with the shear wave velocities less than 600m/s, representing soil classes $C_e$, $D_e$ and $E_e$, according to Australian Standard AS 1170.4. The above mentioned frames have been analysed under two different boundary conditions: (i) fixed-base (no soil-structure interaction), and (ii) flexible-base (considering soil-structure interaction). The results of the analyses in terms of structural lateral displacements and drifts for the above mentioned boundary conditions have been compared and discussed. It is concluded that the dynamic soil-structure interaction plays a considerable role in seismic behaviour of mid-rise building frames including substantial increase in the lateral deflections and inter-storey drifts and changing the performance level of the structures from life safe to near collapse or total collapse. Thus, considering soil-structure interaction effects in the seismic design of mid-rise moment resisting building frames, particularly when resting on soft soil deposit, is essential.

• 한국지반공학회논문집
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• 제18권2호
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• pp.137-146
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• 2002

본 연구에서는 국내 해성퇴적 연약지반의 압밀특성을 실험적으로 규명하기 위하여 현장에서의 픽에조콘을 이용한 간극수압소산시험을 수행하고 동일한 위치와 심도에서 채취한 비교란시료를 이용하여 실내에서 Howe cell 압밀시험을 포함한 역학시험과 물성시험을 수행하였다. 이를 근거로 howe cell 압밀시험으로부터 구한 수평압밀계수$(c_r)$와 피에조콘 소산시험으로부터 구한 압밀도 50%에 해당하는 소산시간$(t_{50})$의 관계를 회귀분석을 통하여 실험식을 제안하였으며 이 실험식과 기존의 여러 학자들에 의해 제안된 이론해와의 관계를 비교하였다. 이에 의하면 실린더형 공동팽창이론에 근거한 Torstensson(1977)의 이론해와 변형률경로법에 근거한 Houlsby와 Teh(1988)의 이론해에 비교적 유사한 경향을 보이는 것으로 나타났다

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.453-458
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• 2001

Copper slag is produced about 700,000 tons annually though copper refining process in Korea. In the paper, a laboratory investigation was carried out to estimate the geotechnical properties of copper slag and examine the feasibility of using the copper slag as a substitute for conventional construction materials and the improvement of the soft clay deposit. The specific gravity of copper slag is 3.45, and pH is 7.83. And the size distribution of the copper slag is well graded, so usage of copper slag will be extended in Geotechnical engineering fields. Copper slag has the permeability of 3.502${\times}$10￣$^2$cm/sec, which is satisfied with the criterion of sand drainage materials.. At the same time, it is thought to be suitable material for sand mat since it meets JIS of grain size distribution. The content of CaO from steel slag is about 40 percent while that of CaO from copper slag is about 5 percent. Based on this fact, copper slag has less hardening property compared to steel slag. Therefore, copper slag can be used as vertical drains, filters, and sand mats for improving the soft deposit.

• 한국지반공학회논문집
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• 제16권2호
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• pp.115-123
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• 2000

Piezocone Penetration Test has been performed in the soft ground over the site preparation area at Inchon International Airport(IIA). With the pore pressure dissipation test results, the changes in the permeability and the coefficient of consolidation in clayey soil were checked and the differences of the undrained shear stength verified the soft ground improvement effect from vane test and piezocone test both before and after the improvement. From the results, thin sand seam was found and this caused a big difference in the coefficient of permeability and consolidation. The coefficient of consolidation was high in the upper marine deposit and relatively low in lower marine deposit. It was found that the reduction of void ratio by preloading resulted in the reduction of coefficient of consolidation after the ground improvement. In addition, there were some variations of undrained shear strength when the number of 15 or 18 was used as the coefficient of piezocone(Nkt). However, when the average value of undrained shear strength calculated using Nkt=10 was applied, the result indicated the similar average value with the result of vane test and the increasing rate of strength( Δsu/Δ$\sigma$≒0.38) also showed the similar distribution.

• 전기화학회지
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• 제6권4호
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• pp.236-241
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• 2003

Magnetic CoW thin film alloys were electrodeposited from citrate baths to investigate the resulting microstructure and magnetic properties. Deposit tungsten (W) content in the films electrodeposited at $70^{\circ}C$ were independent of current density, while coercivity decreased from hard $(H_{c,//}\~150\;Oe\;and\;H_{c.{\bot}}\;\~240\;Oe)$ to soft magnetic properties $(H_{c,//}\~20\;Oe\;and\;H_{c.{\bot}}\;\~30\;Oe)$ with increasing current densities from $10\;to\;100mA{\cdot}cm^2$, with deposit W content $(\~40\%)$ relatively unaffected by the applied current density. X-ray diffraction analysis indicated that hcp $Co_3W$ phases [(200), (201) and (220) planes] in the CoW films electrodeposited at $70^{\circ}C\;and\;10mA{\cdot}cm^{-2}$ were dominant, whereas amorphous CoW phases with small amount of hcp $Co_3W$ [(002) planes] were dominant with deposition at $70^{\circ}C\;and\;100mA{\cdot}cm^{-2}$. At intermediate current densities $(25\;and\;50mA{\cdot}cm^{-2}),\;hop\;Co_3W$ phases [(200), (002), (201) and (220)] were observed. The average grain size was measured to be 30 nm from Sheller formula. It is suggested that the change of the deposit coercivities in the CoW thin films electrodeposited at $70^{\circ}C$ is attributed to the change of microstructures with varying the current density. Nanostructured $Co_3W/amorphous-CoW$ multilayers were fabricated by alternating current density between 10 and $100 mA{\cdot}cm^{-2}$, varying the individual layer thickness. The magnetic properties of $Co_3W/amorphous-CoW$ multilayers were strongly dependent on the thickness of the alternating hard and soft magnetic thin films. The nanostructured $Co_3W/amorphous-CoW$ multilayers exhibited a shift from low to high coercivities suggesting a strong coupling effect.

• 한국지반공학회지:지반
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• 제12권6호
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• pp.127-138
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• 1996

배수재가 설치된 연약지반의 현장거동은 3차원적인 특성을 나타낸다. 그러므로 보다 효율적인 2차원 평면변형률 수치모델을 이용하여 적절하게 해석하기 위해서는 현장지반의 3차원적인 흐름특성을 평면변형률 모델의 층류흐름으로 전환할 필요성이 있다. 본 논문에서는 배수재가 설치된 연약지반의 3차원적인 거동특성을 고려하기 위하여 등가의 효과적인 모델방법이 유한요소법에 적용되었다. 2차원 등가모델은 등가투수계수와 배수재의 강성토를 고려한 등가폭을 가진다. 제안된 등가모델을 검증하기 위하여 ABAQUS 프로그램을 이용한 3차원 압밀해석을 수행하였으며, 3차원 해석결과와 2차원 해석결과를 비교하였다. 제안된 등가모델을 적용한 2차원 평면변형률 수치해석방법은 현장지반의 3차원적인 거동특성을 비교적 정확히 예측할 수 있다.

• Geomechanics and Engineering
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• 제9권2호
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• pp.125-144
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• 2015

This paper presents the probabilistic seismic microzonation of densely populated Kolkata city, situated on the world's largest delta island with very soft alluvial soil deposit. At first probabilistic seismic hazard analysis of Kolkata city was carried out at bedrock level and then ground motion amplification due to sedimentary deposit was computed using one dimensional (1D) wave propagation analysis SHAKE2000. Different maps like fundamental frequency, amplification at fundamental frequency, peak ground acceleration (PGA), peak ground velocity (PGV), peak ground displacement (PGD), maximum response spectral acceleration at different time period bands are developed for variety of end users, structural and geotechnical engineers, land use planners, emergency managers and awareness of general public. The probabilistically predicted PGA at bedrock level is 0.12 g for 50% exceedance in 50 years and maximum PGA at surface level it varies from 0.095 g to 0.18 g for same probability of exceedance. The scenario of simulated ground motion revealed that Kolkata city is very much prone to damage during earthquake.