• Journal of the Korean Geotechnical Society
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• v.15 no.5
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• pp.29-41
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• 1999

This Paper applied a simple strength parameter averaging method to double layered systems consisting of the strong sand layer overlying the soft clay deposit. This study derived a formula which defines a critical depth as the strength parameters, and used the correction parameter, $\alpha$ to reduce an error of the strength parameter averaging method. The results of the method were presented in the form of dimensionless charts and were compared with the results of several solutions proposed by Satyanarayana & Grag, Sreenivasulu, and Meyerhof & Hanna. The results of the proposed method coincided with the method of Meyerhof & Hanna and the results obtained from FLAC. But the Satyanarayana & Grag method and the Sreenivasulu method overestimated the bearing capacity. Consequently, the bearing capacity of foundation on sand layer overlying soft clay layer can be approximately estimated by using the proposed dimensionless charts.

• Tunnel and Underground Space
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• v.30 no.2
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• pp.164-179
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• 2020

Applying the limit state design method to geotechnical structures, accuracy and reliability of its design are mainly affected by parameters for geotechnical site characteristics, such as unit weight, Poisson's ratio, deformation modulus, cohesion and frictional angle. When the structures are located in weathered ground, especially, cohesion and frictional angle of ground are closely related with decision of parameters for structures' load and ground's resistance. Therefore, the accurate determination of these parameters, which are commonly obtained from field measurement, such as borehole shear test, are essential for optimum design of geotechnical structures. The 38 case studies, in this study, have been analyzed for understanding the importance of these parameters in designing the ground structures. From these results, importance of field measurement was also ascertained. With these evaluations, an apparatus for determining the strength characteristics, which are fundamental in limit state design (LSD) method, have been newly developed. This apparatus has an improved function as following the ASTM suggestion. Through the field application of this apparatus, the strong point of minimizing the possibility of error occurrence during the measurement has been verified and authors summarized that the essential parameters for LSD can be qualitatively obtained by this apparatus for determination of strength characteristics of weathered ground.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.15 no.6
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• pp.73-81
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• 2001

This study uses the distributed parameter systems resented by the spatial discretization technique. In this paper, the distributed parameter systems are converted into lumped parameter systems, End fast Walsh transform and the Picard's iteration method are allied to analysis the state of the systems. This thesis presents a new algorithm which usefully exercises the optimal contro1 in the distributed parameter systems. In exercising the optimal control of the distributed parameter systems, the excellent consequences are found without using the existing decentralized contro1 or hierarchical control method. This study can be applied to the linear time-varying systems and the non-linear systems. Farther researches are required to solve the problems of convergence in case of the numerous applicable intervals. The simulation proves the effectiveness of the proposed algorithm.

• Journal of the Korean GEO-environmental Society
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• v.9 no.1
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• pp.27-31
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• 2008

In this study, evaluation of samples' reflection of in-situ condition was performed for those by 225 mm KICT large sampler and NX size piston sampler. Disturbance analysis was conducted for the clay sampled by two kinds of sampler throughout consolidation tests, uniaxial tests and triaxial test, under the same condition. From the analysis it can be seen that not only the initial void ratio and preconsolidation pressure from KICT large sampler but strength parameters from both uniaxial and triaxial compression tests are also about 10% higher than those of NX size piston sampler's.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.16 no.3
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• pp.635-642
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• 2012

In this paper, a real-time control system with Wi-Fi wireless communication was developed for dentistry Integrated Device. The control system is developed based on the Android platform using S3C6410 ARM core that is equipped with Wi-Fi communication, RS-485, Linux 2.6 and Android 2.0. The control system controls a water purifier, compressor and suction in real-time. The experimental results that the control system was controlled by each control modules connected with a water purifier, compressor and suction. The status values are displayed in real-time using RS485.

• Journal of the Korean Society of Hazard Mitigation
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• v.4 no.3 s.14
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• pp.25-31
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• 2004

Rail road slope can be fatted because of existence of unexpected soft subsoil. Purpose of this study is verifying the cause of rail road slope failure and determination of soil strength for remedy. Drilling some boreholes, cone penetration test and field vane test were executed in order to find out the cause of slope failure. In addition, laboratory test was conducted in order to determine soil strength of soft soil sampled as undisturbed state. As a result of both the in-situ and the laboratory tests, the cause of slope failure is thought to be propagation of failure zone by progressive rupture of overconsolidated clay Soft soil strength was determined through back analysis of the failed slope.

• Journal of KIISE:Information Networking
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• v.27 no.4
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• pp.531-543
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• 2000

본 논문에서는 ATM PNN망에서 경로 배정을 위해 필요로하는 링크상태 정보를 효율적으로 집단화하는 방법을 제시한다. 이 방법은 집단화할 동료 그룹을 효율적으로 집단화하는 방법을 제시한다. 이방법은 집단화할 동료그룹의 경계노드들을 셔플넷의 노드들로 사상시킴으로써 표현해야 할 링크의 수를 완전 그물망 방법의 $N_2$에서 pN(p는 정수 N는 경계노드수)으로 줄인다 이는 공간 복잡도가 O(N)인 신장트리(spanning tree)방법에서 필요로 하는 링크의 수와 비슷하지만 신장 트리방법과는 달리 비대칭망(asymmetric network)에서 사용할 수 있다는 것이 큰 장접이다. 모의 실험결과 셔플넷 방법은 pNro의 링크만을 표현하면서도 상태 정보의 정확성은 완전 그물망 방법에 근접함을 알 수 있었다.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2003.10a
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• pp.61-64
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• 2003

A comprehensive understanding is given for the hot-firing test results, which were obtained throughout the verification program of mono-propellant hydrazine thrusters producing 0.95 lbf (4.2 Newtons) of nominal steady-state thrust at an inlet pressure of 350 psia (2.41 ㎫). The scrutiny is made in terms of thrust and temperature behavior of steady state firing mode at the given propellant injection pressures of 400, 250, 100, and 50 psi. Engineering philosophy of data measurement and reduction is shortly mentioned, too.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2003.05a
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• pp.189-192
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• 2003

This paper summarizes a satellite program-specific performance requirements and test results for the verification of standard mono-propellant hydrazine thruster (MRE-1) producing 0.95 lbf (4.2 Newtons) nominal steady-state thrust at an inlet pressure of 350 psia (2.41 Mpa). Performance characteristics are shown in terms of thrust behavior at steady state and pulse mode firing. Hot firing test philosophy is briefly introduced, too.

• Proceedings of the KIEE Conference
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• 2015.07a
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• pp.229-230
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• 2015

본 논문은 전력계통 과도안정도 해석에서 많이 쓰이고 있는 가스터빈 모델인 GAST 모델과 GAST2A 모델에 대해서 과도안정도 관점에서 모의 비교한다. 두 가스터빈 모델은 1기 무한모선으로 계통을 구성하여 정상상태에서 조속기 10% 스텝응동 특성을 모의하여 서로 응동특성이 같도록 모델정수를 튜닝하였다. 그리고 발전단에 150 ms 3상 단락사고를 발생시켜 과도상태 특성을 비교하였다. 3상 단락사고인 경우 배기가스 온도제한이 없는 정상 출력상태인 경우와 온도제한 제어특성이 활성화 되는 출력인 경우를 상정하여 비교 분석하였다.