• 한국음향학회지
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• 제31권5호
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• pp.273-279
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• 2012

본 논문에서는 64채널 디지털 보청기의 주파수 채널 별 비선형 압축을 위한 휘팅 기법을 연구하였다. 청력 검사 결과로부터 수행되는 기존의 휘팅 포뮬라 기법과 달리, 귓속형 보청기를 사용자가 외이도에 착용한 상태에서 고막에서의 청력 역치를 측정하여 이를 휘팅에 적용하였다. 또한 외부 음성 음압의 주파수 별 분포도를 활용하여 입력 음압 대비 출력 음압 압축 곡선을 구현하였다. FFT-iFFT 방식의 이론적 압축 연구 결과를 실험적으로도 검증하였으며, 입력음압 레벨이 각각 50 dB, 70 dB, 90 dB일 때의 증폭 이득 곡선을 보여주었다.

• 한국지반공학회논문집
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• 제20권8호
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• pp.49-58
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• 2004

콘프레셔미터는 피에조콘 시험과 프레셔미터 시험을 동시에 수행할 수 있는 현장시험기로서 본 연구에서는 국내 점토지반에서 수행한 시험결과를 해석적으로 분석하였다. 콘프레셔미터 결과에 대한 이론적인 해는 흙이 비선형 거동을 하는 경우와 전단변형 중 체적변화가 발생하지 않는 경우에 대하여 해석적인 해가 존재한다. 이러한 해석적인 해로부터 콘프레셔미터의 결과중 하중 재하구간과 제하구간에 대해 Curve Fitting 방법을 사용한 콘프레셔미터 결과의 해석 방법을 제안하였다. 20개소의 현장에서 수행한 콘프레셔미터 결과 중 지반교란의 영향을 적게 받는 제하구간에 대하여 Curve Fitting 방법을 적용하여 점성토의 비배수 전단특성을 구하였다. 이렇게 구한 지반의 비배수 전단강도와 현장 Vane, 일축압축, 삼축압축 시험결과로부터 구한 지반의 비배수 전단강도를 서로 비교하여 콘프레셔미터 시험 결과로부터 Curve Fitting 방법을 통한 점성토 지반의 전단강도 특성파악의 적정성에 대해 평가하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제9권1호
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• pp.135-145
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• 2005

공용하중 상태에서 지반이 경험하는 변형률 크기는 0.1%~1% 미만임이 밝혀지고 있다. 변형특성보다 엄밀히 평가하기 위하여는 미소변형률 영역에서의 신뢰성 있는 변형측정을 위해 현장시험장비가 필요한 실정이다. 콘과 공내재하시험기를 혼합한 Cone-pressuremeter test(CPM)을 서해안 연약 해성점토층에 수행하였다. 반교란효과를 최소화시키기 위해 제하-재하 Loop를 이용하여 탄성계수를 측정하였으며 공동확장이론의 공내 재하시험 이론식을 이용하여 지반교란이 최소화된 제하단계에 대한 Curve Fitting 방법으로부터 지반의 비배수 강도와 탄성계수를 측정하였다. 측정된 탄성계수, 비배수 강도의 비를 평가해본 결과 $E_u/S_u$가 589로 다른 삼축시험 등 실내시험보다 크게 평가되어 미소변형하의 탄성계수를 신뢰성 있게 산정할 수 있는 것으로 평가되어 수치해석을 통한 지반물성치 산정에 매우 효과적으로 사용할 수 있을 것으로 기대된다.

• 한국세라믹학회지
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• 제31권12호
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• pp.1449-1458
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• 1994

A new analytical model which can discribe the relationship between the bridging stress and the crack opening displacement was proposed to investigate the microstructural effect on the R-curve behavior in a polycrystalline alumina. The crack opening displacement according to the distance behind the stationary crack tip was measured using in-situ fracture technique in an SEM, and then used for a fitting procedure to obtain the distribution of bridging stress. The current model and an empirical power law relation were introduced into the fitting procedure. The results indicated that the bridging stress function and R-curve computed by the current model were consistent with those computed by the power law relation. The microstructural factor, e.g., the distribution of grain size, was also found to be closely related to the bridging stress. Thus, this model explained well the interaction effect between the distribution of bridging stress and the local-fracture-controlling microstructure, providing important information for the systematic interpretation of microfracture mechanism including R-curve behavior of a monolithic alumina.

• 한국정밀공학회지
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• 제21권10호
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• pp.102-108
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• 2004

In this paper, we studied a vibration problem that is critical and common to most precision measurement systems. For micro mechanical part measurements, results obtained from the vision-based precision measurement system may contain errors due to the vibration. In order to defeat this generic problem, for the current study, a PC based image processing technique was used first, to assess the effect of the vibration to the precision measurement and second, to develop an in-situ calibration algorithm that automatically compensate the measurement results in real time. We used a set of stereoscopic CCD cameras to acquire the images for the dimensional measurement and the reference measurement. The mapping function was obtained through the in-situ calibration to compensate the measurement results and the statistical analysis for the actual results is provided in the paper. Based on the current statistical study, it is expected to obtain high precision results for the micro measurement systems.

• 한국지반공학회논문집
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• 제23권11호
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• pp.99-107
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• 2007

Hvorslev법이나 Bouwer and Rice법과 같은 선형 커브피팅법은 대수층의 현장 투수계수를 구하기 위해 실시하는 순간변위시험 혹은 순간충격시험(slug test) 결과를 효과적이고 간편하게 해석하도록 한다. 그러나, 대수층의 압축성이 클 경우, 순간변위시험의 결과가 반대수 그래프에서 선형적이지 않고 상향으로 오목한 곡선 형태를 갖게 되므로, 대수층의 압축성을 무시하는 기존의 선형 커브피팅법은 이런 경우에 그대로 적용하기 어렵다. 본 논문에서는 두 선형 커브피팅법을 부분 관통된 우물의 경우에 대하여 비교 분석하여 대부분의 경우에 Hvorslev법이 Bouwer and Rice법에 비하여 과다하게 현장 투수계수를 산정함을 보였다. 또한, 각기 다른 커브피팅 방법에 따른 순간변위시험 해석결과를 무차원 압축 매게변수(${\alpha}$)의 범위 0.001에서 1까지에 대하여 비교 분석하였다. 마지막으로, 압축성이 큰 대수층의 순간 변위시험 해석을 위하여 Chirlin의 방법을 부분 관통된 우물의 형상을 고려할 수 있도록 확장하여 수정된 선형 커브피팅법을 제시하였다. 제안된 방법의 현장 적용성을 검토하기 위해 빙적토 대수층에서 실시된 순간 변위시험 결과를 이용하여 사례분석을 하였다.

• 대한원격탐사학회지
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• 제27권6호
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• pp.677-692
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• 2011

Suspended sediment is an important oceanic variable for monitoring changes in coastal environment related to physical and biogeochemical processes. In order to estimate suspended sediment concentration (SSC) from satellite data, we derived SSC coefficients by fitting satellite remote sensing reflectances to in-situ suspended sediment measurements. To collect in-situ suspended sediment, we conducted ship cruises at 16 different locations three times for the periods of Sep.-November 2009 and Jul. 2010 at the passing time of Landsat $ETM_+$. Satellite data and in-situ data measured by spectroradiometers were converted to remote sensing reflectances ($R_{rs}$). Statistical approaches proved that the exponential formula using a single band of $R_{rs}$(565) was the most appropriate equation for the estimation of SSC in this study. Satellite suspended sediment using the newly-derived coefficients showed a good agreement with insitu suspended sediment with an Root Mean Square (RMS) error of 1-3 g/$m^3$. Satellite-observed SSCs tended to be overestimated at shallow depths due to bottom reflection presumably. This implies that the satellite-based SSCs should be carefully understood at the shallow coastal regions. Nevertheless, the satellite-derived SSCs based on the derived SSC coefficients, for the most cases, reasonably coincided with the pattern of in-situ suspended sediment measurements in the study region.

• International Journal of Ocean System Engineering
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• 제1권2호
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• pp.60-67
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• 2011

This paper presents an in-situ correction method to compensate for the position error of an autonomous underwater vehicle (AUV) near the sea floor. AUVs generally have an inertial navigation system assisted with auxiliary navigational sensors. Since the inertial navigation system shows drift in position without the bottom reflection of a Doppler velocity log, external acoustic positioning systems, such as an ultra short baseline (USBL), are needed to set the position without surfacing the AUV. The main concept of the correction method is as follows: when the AUV arrives near the sea floor, the vehicle moves around horizontally in a circular mode, while the USBL transceiver installed on a surface vessel measures the AUV's position. After acquiring one data set, a least-square curve fitting method is adopted to find the center of the AUV's circular motion, which is transferred to the AUV via an acoustic telemetry modem (ATM). The proposed method is robust for the outlier of USBL, and it is independent of the time delay for the data transfer of the USBL position with the ATM. The proposed method also reduces the intrinsic position error of the USBL, and is applicable to the in-situ calibration as well as the initialization of the AUVs' position. Monte Carlo simulation was conducted to verify the effectiveness of the method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.220-228
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• 2008

In constructing a slurry trench cutoff wall, a thin but relatively impermeable layer called filter cake can be formed on the excavation surface. The filter cake significantly influences the result of slug test analysis in the cutoff wall. This study is to examine the effect of filter cake on evaluating in situ hydraulic conductivity of the vertical cutoff wall along with slug test analyses. The numerical program Slug_3D was modified to take filter cake into account in the slug test simulation. With consideration of filter cake, the type curve method and the modified line-fitting method were used to reanalyze the case study taken from a landfill site. The previous results achieved by Choi and Daniel (2006b) without consideration of filter cake have been compared with the results in this study. The considerable difference between the two results shows the necessity of considering the filter cake in practice.

• 한국농공학회지
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• 제42권4호
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• pp.115-123
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• 2000

This study compared the degree of consolidation by hyperbolic, curve fitting , Asaoka's and methods using values measured with a theoretical curve in consideration of smear effect and well resistance. The degree of consolidation by the Hyperboilc method was underestimated than the degree of consolidation by Curve fitting. Asaoka's , and Monden's methods. The typical range of the coefficient of horizontal consolidation was Ch=(2-3)Cv in the case considering smear effect and well resistance, and Ch =(0.5-2.1) Cv in the case disregarding smear effect and well resistance. The degree of consolidation obtained by ground settlement monitoring was nearly the same value when the coefficient of smear zone permeability by back analysis was shown to be half that of in-situ and the diameter of the smear zone was shown to be double that of mandrel. By increasing the diameter reduction ratio of the drain, the time of consolidation was delayed. The effect of well resistance showed that the case of a small coefficient of permeability was much more than in the case of a large coefficient of permeability . It was recommended that when designing diameter reduction of a drain, well resistance should be considered.