• 한국음향학회지
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• 제39권3호
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• pp.163-169
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• 2020

비동기 양상태 소나는 음원 방향에서 수신되는 직접파를 탐지하고 직접파가 수신된 시간을 추정하여 반사파의 거리를 산출한다. 따라서 동기식에 비해 직접파 수신 시간 추정 오차가 표적 거리 추정 오차에 더하여 나타난다. 특히, 직접파는 다중경로 신호에 의해 정합필터 출력이 여러 개의 첨두치로 나타나는데 문턱치를 넘는 첫 번째 첨두치로 직접파 도달시간을 추정하는 기법과 가장 큰 첨두치로 직접파 도달시간을 추정하는 기법에 대하여 분석하였다. 실험은 공간적으로 분리된 음원과 해저에 매설된 선배열 수신센서로 구성된 양상태 소나를 이용하여 모의 반향기에서 반향되는 유사 표적 신호를 획득하는 방식으로 진행되었다. 실험결과 첫 번째 첨두치로 직접파 도달시간을 추정하는 기법이 표적 거리 추정 오차가 더 작은 것을 확인하였다. 도출된 결과는 비동기 양상태 소나의 표적 추적 기법에 활용할 예정이다.

• 한국지반공학회논문집
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• 제25권9호
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• pp.45-55
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• 2009

철도 토공노반의 품질은 현장 밀도나 평판재하시험을 통해 관리되어 왔다. 현재 지반반력계수($k_{30}$)의 경우 일반철도와 고속철도의 설계기준으로도 사용되기 때문에 설계와 품질관리에서 일관성을 갖는다. 그럼에도 불구하고 지반반력계수($k_{30}$), 또는 반복평판재하시험의 결과인 변형계수($E_{v2}$)와 변형계수의 비($E_{v2}/E_{v1}$) 같은 설계인자에 대해 간편한 실내기준 설정 방법이 없어 설계과정의 치명적인 결함으로 남는다. 본 예비연구에서는 이러한 단점을 극복하고자 최근 개발된 철도 토공노반의 역학적-경험적 설계 방법에도 합당한 새로운 품질관리 기준으로 압축파 속도를 도입하였고 계측 기법을 제안하였다. 품질관리 방안의 핵심은 다짐시험과 병행하여 획득한 최적함수비에서의 압축파 속도를 현장의 품질관리 기준으로 설정하고 현장에서는 시공 중에 직접도달파 기법으로 품질을 확인하는 것이다. 직접도달파 기법은 현장의 기술자가 지표면 얕은 깊이의 균질한 층에서 간편하게 적용할 수 있고 저림하며 결과의 신뢰성이 높다. 시험 부지에서 직접도달파 시험으로부터 계측한 압축파 속도가 다짐도에 따라 식별 가능한지 확인하였고, 품질관리 지표로서 압축파 속도를 효과적으로 적용할 수 있음을 입증하였다. 본 논문의 현장 및 실내 압축파 계측을 통해 동반논문(박철수 등, 2009)에서 수행할 실험적 토대를 마련하였다.

• International Journal of Railway
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• 제1권2호
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• pp.64-71
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• 2008

The quality of track-bed fills of railways has been controlled by field measurements of density $({\gamma}_d)$ and the results of plate-load tests. The control measures are compatible with the design procedures whose design parameter is $k_{30}$ for both ordinary-speed railways and high-speed railways. However, one of fatal flaws of the design procedures that there are no simple laboratory measurement procedures for the design parameters ($k_{30}$ or, $E_{v2}$ and $E_{v2}/E_{v1}$) in design stage. A new quality control procedure, in parallel with the advent of the new design procedure, is being proposed. This procedure is based upon P-wave velocity involving consistently the evaluation of design parameters in design stage and the field measurements during construction. The Key concept of the procedure is that the target value for field compaction control is the P-wave velocity determined at OMC using modified compaction test, and direct-arrival method is used for the field measurements during construction. The procedure was verified at a test site and the p-wave velocity turned out to be an excellent control measure. The specifications for the control also include field compaction water content of OMC${\pm}$2% as well as the p-wave velocity.

• 한국응급구조학회지
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• 제22권3호
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• pp.47-54
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• 2018

Purpose: The purpose of this study was to present evidence for quality management based on analysis of patient transportation and response intervals among emergency medical squads. Methods: The chi-square test was used to determine whether mental status and patient assessment affected direct medical control and hospital destination. One way analysis of variance was used to compare response intervals depending on mental status and patient assessment using data drawn from 1172 prehospital care reports. Results: There was a statistically significant relationship between mental status and direct medical control (p<.001); there was a statistically significant relationship between patient assessment and hospital destination (p=.011). However, there was no statistically significant relationship between mental status and hospital destination. The interval from arrival at the patient's side to departure from the scene showed a statistically significant difference (p<.001, p<.001), however, it took the longest time (16.8 minutes) in unresponsive patients. It showed a statistically significant difference (p<.001) in the interval from arrival at patient's side to departure from the scene depending on patient assessment; however, it took the longest time (9.6 minutes) in emergency patients. Conclusion: There was call for direct medical control based on patient assessment; however, patient transportation and response intervals were not appropriate.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1427-1439
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• 2008

The quality of track-bed fills of railways has been controlled by field measurements of density (${\gamma}_d$) and the results of plate-load tests. The control measures are compatible with the design procedures whose design parameter is $k_{30}$ for both ordinary-speed railways and high-speed railways. However, one of fatal flaws of the design procedures is that there are no simple laboratory measurement procedures for the design parameters ($k_{30}$ or, $E_{v2}$ and $E_{v2}/E_{v1}$) in design stage. A new quality control procedure, in parallel with the advent of the new design procedure, is being proposed. This procedure is based upon P-wave velocity involving consistently the evaluation of design parameters in design stage and the field measurements during construction. The key concept of the procedure is that the target value for field compaction control is the P-wave velocity determined at OMC using modified compaction test, and direct-arrival method is used for the field measurements during construction. The procedure was verified at a test site and the p-wave velocity turned out to be an excellent control measure. The specifications for the control also include field compaction water content of $OMC{\pm}2%$ as well as the p-wave velocity.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.2821-2829
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• 2011

Since the KTX was in operation in 2004, a number of researches on increasing the train speed have been conducted. Currently, the Honam High-speed train system is designed for the operation velocity of 350km/h. The societal demand expects higher operation speed, whereas the existing construction method and design specification are questioned in the KTX operation in the velocity over 350 km/h. In this study, a full-scale model test was conducted to obtain the preliminary data that is necessary to understand deformation characteristics of the reinforced road bed and the subgrade layers. In the full-scale model test, direct arrival seismic tests, crosshole seimic test, in-situ bender element test and sensing bar test were employed to measure the stiffness and deformation of the trackbed. The systematic analysis on the different set of measurements enhances the understanding of the behavior of the trackbed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.1190-1200
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• 2010

A method was developed to determine resilient modulus for crushed rock-soil mixtures whose usage has been increased recently without engineering specifications. The method is based on the subtle different modulus called nonlinear dynamic modulus and was lately implemented in residual soils and engineered crushed-stones. Hereby. the same method was expanded to crushed rock-soil mixtures containing as large grain diameter as 300mm. The method utilize field direct-arival tests for the determination of maximum Young's modulus, and a large scale free-free resonant column test, which is recently developed to is capable to test as large grain diameter as 25mm, for modulus reduction curves. The prediction model of resilient modulus was evaluated for crushed rock-soil mixtures of a highway construction site at Gimcheon, Korea.

• 한국지반공학회논문집
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• 제25권9호
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• pp.57-66
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• 2009

예비연구(박철수 등, 2009)를 통해 철도 토공노반에 대한 새로운 품질관리 지표로서 압축파 속도와 계측 기법을 제안하였다. 제안하고자 하는 새로운 품질관리 방안은 밀도를 이용한 품질관리 과정을 동일하게 따랐으며, 다만 밀도를 설계단계의 회복탄성계수와 관련 있는 압축파 속도로 대신하였다. 이와 더불어 현장 함수비가 최적함수비의 ${\pm}2%$를 만족하도록 보완하였다. 본 연구에서는 직접도달파 기법 및 실내 압축파 계측 외에 크로스홀 시험과 공진주시험을 추가로 수행하여, 압축파 속도에 근거한 새로운 품질관리 방안의 적용성을 검증하였다. 응력이 보정된 크로스홀 시험결과는 직접도달파 시험의 결과와 잘 일치 하였고, 공진주시험 결과 또한 크로스홀 시험의 결과와 잘 일치 하였다. 압축파 속도는 이론적으로나 실무적 관점에서 철도 토공노반의 우수한 품질관리 기준임이 밝혀졌다.

• 한국소음진동공학회논문집
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• 제26권1호
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• pp.69-74
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• 2016

A technique for improving estimation accuracy is introduced in order to locate the impact position of artillery shell during the weapon scoring test. Study on localization of impacts using acoustic measurement has been conducted and the usability of sensor array is verified with experiments. When the blast occurs above the ground in the firing range, the acoustic sensor above the ground can measure the directly propagated sound with the ground-reflected one. In this study, a method for reducing estimation error by using the reflection signal measurements based on the time difference of arrival method. Considering the reflection sound works as same as placing a virtual sensor symmetrically through the ground. This idea enables a virtual three-dimensional array configuration with a two-dimensional plane array above the ground as such. The time difference between the direct and the reflected propagations can be estimated using cepstrum analysis. Performance test has been made in the simulation experiment in the football size area.

• KIEAE Journal
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• 제7권3호
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• pp.63-70
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• 2007

It is known that early reflections, their energy and delay times after the arrival of direct sound are important factors for speech intelligibility. In this basis, acoustical parameters like D50 and C80 had been proposed and are widely used for assessing the listening condition of rooms. These parameters are focused on the fraction of the early energy to the total, regardless of the spatial characteristics of the early reflections. This means that all the early reflections, arrived in certain time boundary. from front, behind, down and upside have the same impact on speech intelligibility. From the questionable simplicity, the influence of the direction of early reflections on speech intelligibility is examined in this study. A computer simulation speech intelligibility test, conducted for 22 university students, found that the reflection of vertical direction with method of the Paired comparison also the preference of 0.746 degree was visible an increase.