• Proceedings of the IEEK Conference
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• 2002.07a
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• pp.429-432
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• 2002

The existing recovery technique using the logging technique in the client/sewer database system only administers the log as a whole in a server. This contains the logging record transmission cost on the transaction that is executed in each client potentially and increases network traffic. In this paper, the logging technique for redo-only log is suggested, which removes the redundant before-image and supports the client-based logging to eliminate the transmission cost of the logging record. Also, in case of a client crash, redo recovery through a backward client analysis log is performed in a self-recovering way. In case of a server crash, the after-image of the pages which needs recovery through simultaneous backward analysis log is only transmitted and redo recovery is done through the received after-image and backward analysis log. Also, we select the comparing model to estimate the performance about the proposed recovery technique. And we analyzed the redo and recovery time about the change of the number of client and the rate of updating operation.

• Proceedings of the KSRS Conference
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• 2003.11a
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• pp.289-291
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• 2003

Selective logging is currently a widely adopted management practice throughout the tropics. Monitoring of spatial extent and intensity of such logging is, therefore, becoming an important issue for sustainable management of forest. This study explores the possibility of using vegetation indices and Landsat 7 ETM+ image for this purpose. Two dataset acquired on 2002 and 2000 of Labanan concession area East Kalimantan, Indonesia were used. Three different vegetation indices (MSAVI, SAVI and NDVI) slicing and differentiating methods were tested. The results showed that the MSAVI is superior with overall accuracy of 77% and kappa 0.64.

• The Transactions of the Korea Information Processing Society
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• v.2 no.4
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• pp.543-553
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• 1995

While RAID 5 disk arrays offer advantages of performance and reliability on wide variety of applications, they suffer from the performance degradation with write jobs. To reduce the effect of this problem, parity logging scheme was suggested. This scheme reduces disk busy time by transforming many small random accesses into large sequential accesses. This paper presents a new parity logging technique which prevents parity update image from redundant storing in the disk buffer and reduces parity maintenance overhead. A analytical model and several simulation results of our proposed scheme are presented.

• The Transactions of the Korea Information Processing Society
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• v.7 no.8S
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• pp.2735-2747
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• 2000

클라이언트/서버 데이터베이스 시스템에서 로깅 기법을 사용하는 기존 회복 기법은 서버에서만 전체 로그를 관리한다. 이는 잠재적으로 각 클라이언트에서 수행되는 트랜잭션에 대한 로그 레코드의 전송 비용을 내포하고 있고, 네트워크 트래픽을 증가시킨다. 본 논문에서는 로그 레코드의 전송 비용을 제거하기 위해서 클라이언트 기반 로깅(client-based logging)을 지원하고, 중복된 before-image를 제거하고 재수행 전용 로그(redo-only log)만을 로깅하는 방법을 제안한다. 그리고 클라이언트 파손 시 클라이언트에서 자치적으로 한번의 후방향 클라이언트 로그 분석을 이용한 재수행 회복을 하고, 서버 파손 시 각 클라이언트에서는 병행적으로 후방향 클라이언트 로그 분석을 이용하여 회복해야 하는 페이지의 after-image만을 서버에 전송하며, 서버에서는 수신된 after-image와 후방향 서버 로그 분석을 이용하여 재수행 회복을 수행한다.

• Proceedings of the Korean Geotechical Society Conference
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• 2002.03a
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• pp.695-702
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• 2002

Groundwater flow is primarily influenced by the presence of fractures, functioning as conduits. To block the flow, grouting operation is commonly used. Thereby the fractures are then expected to be sealed, which will add to enhance the shear strength in rock. This far, regarding the assessment of grouting efficiency, however, there's been a considerable uncertainty That is, several geophysical methods of high resolution such as tomography, S-wave logging have produced a significant amount of measurable response caused by grouting, but they can inevitably be used only for the qualitative assessment. Thus, this paper deals with an accurate quantitative assessment about the grouting result. In this, a new strategy is introduced, based mainly on evaluating the opening of fractures. For fracture-opening investigation purposes, borehole Televiewer has already proven to be an excellent logging technique that produces both amplitude image and traveltime image. As well known, the traveltime image can be converted to a high precision 3D caliper log with max. 288 arms, which allows to observe the opening of fractures. To evaluate the fracture opening from the traveltime image, an algorithm of practical use was developed, in which image correction due to the borehole deviation, feature discrimination of wall roughness from fractures, automatic evaluation procedure etc. were considered. Field examples are shown to confirm the efficiency of the suggested method.

• 한국지구물리탐사학회:학술대회논문집
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• 2005.05a
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• pp.117-122
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• 2005

The purpose of this study is to analyze a correlation between lithology, rock physical property and fracture zone by multiple-logging method, which includes optic borehole image, suspension type PS, resistivity, SP, natural gamma, density, caliper logging located in Ogar test area, Changsu, Pocheon-gun, Gyunggi Province. The outstanding geophysical logging responses particularly shown from lithology pattern, fracture zone, dike zone. in result, the depth of fracture zone which enable groundwater flow estimated at $67{\sim}69m$.

• Proceedings of the Korea Information Processing Society Conference
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• 2008.05a
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• pp.679-682
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• 2008

기존의 웹서버는 텍스트형식의 로그파일을 기록한다. 웹 서버에서 로그파일은 클라이언트의 웹서버에 대한 접속정보와 웹서버의 처리상황 등 모든 상황을 기록하고 저장한다. 이 정보를 분석하면 웹 서비스를 하는데 있어서 웹 서비스의 질을 높이는데 좋은 참고자료가 될 뿐 아니라 웹 서버에 이상이 생겼을 경우 발생한 오류를 조기에 발견하는 데에도 사용되는 중요한 자료이다. 현재 이러한 로그파일은 텍스트 파일로 저장되어있기 때문에 조작의 가능성도 있고 오랜 시간이 지나 해당 웹 페이지가 삭제되었을 경우 로그파일에 기록된 그 시각의 웹 페이지를 볼 수 없다. 본 연구에서는 로그파일에 기록된 그 시간의 웹 URL 페이지 이미지를 저장하여 이미지 로그파일을 만드는 시스템을 구현해 봄으로써 텍스트형식 로그파일의 단점을 보안하고 오랜 시간이 지난 후에도 그 웹 페이지를 볼 수 있는 기법을 연구하였다. 이 기법은 로그파일로써의 역할 뿐만 아니라 Digital Forensics 로 범죄 수사에도 많은 도움이 될 수 있고 휴대전화에서 풀 인터넷 브라우징 연구에도 적용될 수 있다.

• Proceedings of the Korea Information Processing Society Conference
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• 2007.11a
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• pp.298-299
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• 2007

웹 서버에서 로그파일은 웹 서버에 대한 접속정보를 저장한다. 이 정보를 분석하면 웹 서비스를 하는데 있어서 서비스의 질을 높이는데 좋은 참고자료가 될 뿐 아니라 웹 서버에 이상이 생겼을 경우 발생한 오류를 조기에 발견하는 데에도 사용되는 중요한 자료이다. 현재 이러한 로그파일은 텍스트 파일로 저장이 되어있으며 오랜 시간이 지나 그 웹 페이지가 삭제되었을 경우 로그파일에 기록된 그 시각의 웹 페이지를 찾아보기가 어렵다. 본 연구에서는 로그파일에 기록된 그 시각의 웹 페이지의 이미지를 저장하는 방법으로 이러한 단점을 보안하고 오랜 시간이 지난 후에도 그 웹 페이지를 볼 수 있는 방법을 제안한다. 이 아이디어가 구현되어 실현되면 또한 Digital Forensic 으로써 범죄 수사에도 많은 도움이 될뿐만 아니라 휴대전화로 풀 인터넷 브라우징이 가능한 풀브라우저에도 적용될 수 있다.

• The Journal of Engineering Geology
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• v.21 no.1
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• pp.15-24
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• 2011

To clarify the distribution of joints and fracture zones in the Cheongju granitic mass, we analyzed drill-core and geophysical well-logging data obtained at two boreholes located 30 m from each other. Lithological properties were investigated from the drill-core data and the samples were classified based on the rock mass rating (RMR) and on rock quality designation (RQD). Subsurface discontinuities within soft and hard rocks were examined by geophysical well-logging and cross-hole seismic tomography. The velocity structures constructed from seismic tomography are well correlated with the profile of bedrock depth, previously mapped from a seismic refraction survey. Dynamic elastic moduli, obtained from full waveform sonic and ${\gamma}-{\gamma}$ logging, were interrelated with P-wave velocities to investigate the dynamic properties of the rock mass. Compared with the correlation graph between elastic moduli and velocities for hard rock at borehole BH-1, the correlation points for BH-2 data showed a wide scatter. These scattered points reflect the greater abundance of joints and fractures near borehole BH-2. This interpretation is supported by observations by acoustic televiewer (ATV) and optical televiewer (OTV) image loggings.

• Economic and Environmental Geology
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• v.31 no.6
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• pp.527-534
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• 1998

Excavation of underground openings changes stress distribution around the opening. The survey of this disturbed zone in excavation is very important to design and construct underground facilities, such as tunnel, gas and oil storage, power plant and disposal site of high- and low-level radioactive wastes. This paper presents a zoning of rock masses with tunnel excavation using PS logging. Compressional and shear wave velocities are measured in boreholes drilled in the tunnel wall, which was constructed with blasting and/or machine excavation. The disturbed zone in excavation can be estimated by comparing PS logging data with a tomographic image of compressional wave velocity and compressional and shear wave velocities of core samples. In the side wall of tunnel, the disturbed zone reaches 1.5 m and 1.0 m in thickness for blocks of blasting and machine excavations, respectively. In the roof of tunnel, however, the disturbed zone is 1.0 m and 0.75 m thick for the two blocks. These results show that the width of the disturbed zone is larger in the side wall of tunnel than in the roof, and 1.3 to 1.5 times larger for the blasting excavation than for the machine excavation.