• Tunnel and Underground Space
• /
• v.22 no.3
• /
• pp.214-220
• /
• 2012

Deformation behaviour of rock mass around an opening measured during tunnel excavation is very important in order to assess the stability of the tunnel. Unfortunately displacement measured only after the installation of displacement measuring device can be acquired, which results in inevitably excluding the pre-displacement occurred and accumulated before the displacement measuring devices are installed. So it is very important to consider the pre-displacement based on the elapsed time before zero reading after deformation behaviour started. In this study, the accuracy of total estimated displacement depending on the distance between face and measurement position is calculated by statistical non-linear fitting on measurable displacement data. Besides, the influence of the unavoidable measurement error is considered by using Monte-Carlo simulation. As a result, the faster the initial reading started and the smaller the measurement error is, the higher the accuracy of estimating total displacement is obtained.

• Journal of the Korean Society of Hazard Mitigation
• /
• v.10 no.2
• /
• pp.77-81
• /
• 2010

D&B(Drill & Blast) method in tunnel construction requires accurate and rapid measurement of the ground movement, which is essential for feedback analysis. Case study and adaptability of IT technique for tunnel survey are discussed in this paper. The application of laserscannig and existing light wave instrument method in the field of tunnel construction were reported in several advanced country including Austria and Japan. Survey for the shoulder movements by IT survey method was conducted at a subway construction site and the results were compared to the conventional method. Also, the economic aspects of laserscannig method were analyzed using measured data which were categorized by expenses, frequency, interval and period in the field of construction. Therefore IT survey solution may contribute to execute more economic and safe construction

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.18 no.6
• /
• pp.105-113
• /
• 2014

Most operating civil structures measure response data continuously by various types of sensors and evaluate their health conditions. Measurement control criteria for such civil structures are usually defined in the first operating stage by experts working at a construction or engineering company. However, a few studies have been carried to examine the adequacy of these measurement control criteria based on the actual measured data. The paper introduces a systematic way of resetting the measurement control criteria for the measured monitoring data based on the statistical aspects of the measured data. The proposed statistical approach has been examined with actually measured time-history data from a bridge structure.

• Journal of Bio-Environment Control
• /
• v.1 no.1
• /
• pp.93-97
• /
• 1992

"존재하는 사물은 무엇이나 일정한 양으로 존재한다."라는 말이 있다. 계측은 바로 이 양을 결정하는 것이다. 계측 과정 또는 행위는 미리 정해진 표준과 피측정물 사이의 양적인 비교로써 이루어진다. 계측은 여러 가지 사물을 정량적으로 파악함은 물론이고, 자동 제어하기 위한 수단으로서의 방법이나 장치, 더 나아가 처리 등을 포함하는 넓은 의미를 갖고 있다. 따라서 사물의 현상이나 상태를 특징 짓는 양을 정의하거나 선정해서, 그것을 수치로 나타내는 조작은 계측의 일부라고 생각할 수 있다.

• Tunnel and Underground Space
• /
• v.9 no.4
• /
• pp.296-305
• /
• 1999

In ordinary back analysis it if hardly possible to obtain the mechanical properties of tunnel lining by using commonly measured displacements of tunnel lining, because only a few displacements could be measured at the site. Therefore, it is necessary to develop a new method which can evaluate the state of stresses of tunnel by using measured data. In this study, in order to assess tunnel lining stability by estimating its stresses with a few measured displacements, a formulation of back analysis method was proposed. The accuracy of results were investigated through the parametric study for several types of measurement model of two dimensional elastic lining. This new back analysis method to assess tunnel lining stresses and strains with a few numbers of measured displacements showed high accuracy and good applicability when compared to the results of numerical experiments by FEM. The method has been tested on subway tunnel and its applicability has been confirmed by comparing field and analytical data. It is verified that the stress on the tunnel lining can be obtained by only more than 3 point of input displacements without any condition of external loads.

• The Journal of the Korea Contents Association
• /
• v.15 no.1
• /
• pp.331-337
• /
• 2015

By comparing and evaluating the neutron dose when running cyclotron in fixed type measuring machine and portable type measuring machine, we performed this study to see if there is any difference between the doses in both measuring devices. We performed correction 3 times for the portable type during the experiment. We measured the values 12 times for each correction, so total 36 times by using the fixed type and portable type once every 2 weeks from June 2012 to February 2014. The statistics for the portable type and fixed type for each experiment showed 0.186, 0.511, and 0.057, which are not statistically significant. Therefore, we have come to the conclusion that unless there is deviation based on the correction period of the portable type, correction of fixed type wouldn't be necessary. Also, reduction of social costs may be achieved if we install an alarm meter, which is relatively low priced compared to the high cost neutron measuring machine, when detecting higher level than the interested standard level.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.18 no.1
• /
• pp.53-60
• /
• 2016

This study analyzed a monitoring data, based on the initial limit values of monitoring in subway, of earth pressure and pore water pressure. The data is obtained from 8 sections of the Seoul metropolitan subway line No 6, 7 and 9 in about 5 years. Also, a research is performed to set up the limit values of management monitoring, which will be applied to management monitoring in tunnel, through comparing the limit values of overseas management monitoring data and that of domestic management monitoring data. And the result obtained from comparison show that the safety phase is 60% of allowable pressure, the attention phase is 80% of allowable pressure and the precision analysis phase is 100% of allowable pressure. Also, we presented a method of management monitoring by the absolute value which can be easily applied easily in practical affairs.

• Journal of the Korean GEO-environmental Society
• /
• v.19 no.1
• /
• pp.25-30
• /
• 2018

Conventional monitoring method is used for evaluation of the reservoir and levee at the highest height sections. In recent years, automated measurement technology has been developed, and the measurement results are transmitted, collected and stored in real time into management office. Despite the development of real time monitoring technology, the measurement results are not used directly or indirectly with facility management at real time. Recently, as wireless sensor network measurement technology has been developed based on internet of things, this study proposed a real - time measurement and evaluation system based on wireless sensor network technology in the reservoir structure. As a result of the seepage analysis for the application, it was confirmed that the volumetric water content changes together with the change of the seepage line inside the embankment body according to the change of the water level of the embankment. In other words, the applicability of the measurement system with the volumetric water ratio set as the sensor node was verified.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.17 no.1
• /
• pp.25-32
• /
• 2015

This study analyzed a monitoring data, based on the initial limit values of monitoring in subway, of concrete lining stress and reinforcement stress. The data is obtained from 7 sections of the Seoul metropolitan subway line No 6, 7, and 9 in about 5 years. Also, a research is performed to set up the limit values of management monitoring, which will be applied to management monitoring in tunnel, through comparing the limit values of overseas management monitoring data and that of domestic management monitoring data. And the result obtained from comparison shows that the safety phase is 60% of allowable stress, the attention phase is 80% of allowable stress and the precision analysis phase is 100% of allowable stress. Also, we presented a method of management monitoring by the absolute value which can be easily applied in practical affairs.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2021.06a
• /
• pp.15-15
• /
• 2021

최근 기후변화에 따른 서울의 강수 특성이 변화하고 있으며, 장마철 국지성 집중호우에 의한 하천 내 고립사고 발생 등 그 피해가 가속화될 전망이다. 하천의 안전사고 예방을 위해서는 상류에서 빠르게 유입되는 유량의 계측을 통한 홍수 예·경보가 무엇보다 중요하며, 실시간 계측된 유속과 유량 정보는 하류 지역의 홍수 도달시간 확보로 한 발 빠른 대응을 가능하게 한다. 본 연구에서는 우이천 시범유역을 대상으로 총 6개 지점에 대하여 CCTV기반 자동유량계측 기술을 시범적용하였으며, 사용된 자동유량계측 지점은 기존 환경부의 월계2교, 중랑교 지점과 더불어 추가로 중랑천 월계1교지점, 우이천 본류(창번2교)와 소하천구간(인수천: 지성교, 백운천: 청담교) 지점이다. 우이천과 중랑천 합류 후에는 하도구간에 대하여 중랑교 지점에 설치된 환경부의 계측 정보를 활용하여 홍수파의 도달시간을 검증하였다. 분석결과, 유량계측 오차는 0.9~8.9%로 분석되었으며, 유속계측 오차 또한 현장 계측 결과와 10%이내의 오차범위를 보임으로서 안정된 수리량 계측이 가능함을 검증하였다. 또한, SWMM 모델링 결과와 결합하여 Flow Nomograpgh 작성을 실시하였으며, 상하류 연계 홍수 예·경보 가능성을 진단하였다. 이는 실시간 계측된 자료와 모형을 통한 시뮬레이션 정보를 활용한 유역 단위의 신뢰성 있는 유출응답(강우-유량-수위 관계) 규명을 가능하게 하였다. 향후 지방하천과 소하천의 경우, 국가하천 수준에 부합하는 표준화된 수리량 계측 체계를 마련할 필요성이 있으며, 소유역 규모의 수량-수질 수자원 기초조사자료 생산은 지방하천설계 및 관련 이·치수계획 수립에도 도움이 될 것으로 사료된다.