• 한국지구물리탐사학회:학술대회논문집
• /
• 한국지구물리탐사학회 2007년도 공동학술대회 논문집
• /
• pp.93-100
• /
• 2007

During tunnel excavation, drawdown of groundwater table or discharge from tunnel faces may not only reduce stability of tunnel and work efficiency but cause environmental problems. We have investigated the applicability of electrical resistivity survey for the establishment of the monitoring system for groundwater behavior and detecting flow channel of groundwater during tunnel excavation. The groundwater level was continuously measured at several points for 1 year. Survey was conduted at every 3 months using preinstalled electrical resistivity cables on site. The results show that observed changes in resistivity ratios in the area can be explained with observed changes in groundwater level. Thus, we believed that electrical resistivity analysed together with groundwater data can be applied for the monitoring of groundwater in tunnel area.

• Smart Structures and Systems
• /
• 제5권6호
• /
• pp.663-679
• /
• 2009

The use of Micro-Electro-Mechanical Systems (MEMS) accelerometers in geotechnical instrumentation is relatively new but on the rise. This paper describes a new MEMS-based system for in situ deformation and vibration monitoring. The system has been developed in an effort to combine recent advances in the miniaturization of sensors and electronics with an established wireless infrastructure for on-line geotechnical monitoring. The concept is based on triaxial MEMS accelerometer measurements of static acceleration (angles relative to gravity) and dynamic accelerations. The dynamic acceleration sensitivity range provides signals proportional to vibration during earthquakes or construction activities. This MEMS-based in-place inclinometer system utilizes the measurements to obtain three-dimensional (3D) ground acceleration and permanent deformation profiles up to a depth of one hundred meters. Each sensor array or group of arrays can be connected to a wireless earth station to enable real-time monitoring as well as remote sensor configuration. This paper provides a technical assessment of MEMS-based in-place inclinometer systems for geotechnical instrumentation applications by reviewing the sensor characteristics and providing small- and full-scale laboratory calibration tests. A description and validation of recorded field data from an instrumented unstable slope in California is also presented.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2001년도 정보화시공 학술발표회
• /
• pp.1-17
• /
• 2001

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1998년도 정보화시공 및 터널분과위원회 논문집
• /
• pp.35-58
• /
• 1998

• 대한원격탐사학회지
• /
• 제26권2호
• /
• pp.143-151
• /
• 2010

다중시기에 획득된 SAR 영상을 이용하여 지표에서 발생하는 변위의 시계열 관측을 위한 기법에 대한 비교 분석을 수행하였다. 고정산란체를 이용한 PSInSAR 기법은 구속화된 위상을 이용하기 때문에 알고리즘의 많은 부분이 비선형 방정식을 포함하고 있어, 알고리즘 적용에 많은 주의를 필요로 한다. 특히 알고리즘 첫 단계인 고정산란체 후보의 적합한 선택 여부에 따라 알고리즘의 실행이 크게 영향을 받음을 확인하였다. 한편 짧은 기선거리를 갖는 간섭쌍을 사용하는 SBAS 기법은 입력 자료인 불구속화된 간섭도의 정확도에 따라 결과의 신뢰성이 크게 영향을 받는다. 따라서 시계열 분석에 사용되는 차분간섭도 위상의 unwrapping이 적절하게 수행될 수 있을 경우 SBAS 방법을 사용한 시계열 분석이 적절하며, unwrapping 오차가 발생할 가능성이 높은 좁은 지역에서 발생하는 국지적인 변위 관측에는 고정산란체를 이용하는 PSInSAR 기법이 적절하다. 미국 라스베가스 지역에서 1992년부터 2000년 동안 획득된 51개의 ERS-1/2 SAR 영상을 PSInSAR 기법 및 SBAS 기법에 적용하여 지표변위도를 구하였으며, 이들 간의 비교 분석을 통해 두 방법의 결과는 매우 유사하나, 다소 국지적인 지표변위는 PSInSAR 기법의 관측이 유리한 것으로 판단되었다.

• 비파괴검사학회지
• /
• 제25권6호
• /
• pp.421-430
• /
• 2005

Brillouin time-domain analysis in optical fibres is a novel technique making possible a distributed measurement of temperature and strain over long distance and will deeply modify our view about monitoring large structures, such as dams, bridges, tunnels and pipelines, Optical fibre sensing will certainly be a decisive tool for securing dangerous installations and detecting environmental and industrial threats.

• 한국측량학회:학술대회논문집
• /
• 한국측량학회 2003년도 추계학술발표회 논문집
• /
• pp.135-140
• /
• 2003

This study try to surface deformation analyzing and 3-D monitoring of hydro structure by close-range photogrammetry technique using 35mm metric camera. For this, the lens distortion parameters were acquired for 21mm super-wide-angle lens which is mounted in 35mm metric camera. After that, the system designed for absolute deformation analysis of object surface, and examined the application validity Also, optimum photographing condition was derived by calculated the standard deviation of this system. This system can monitor periodically changing of surface area, volume and deformation precisely after placed plate underwater. Finally, this paper suggested efficiency of absolute deformation analysis by using small format camera.

• Advances in concrete construction
• /
• 제5권1호
• /
• pp.49-63
• /
• 2017

Traditional reinforced concrete slabs and beams are widely used for building. The use of flat slab structures gives advantages over traditional reinforced concrete building in terms of design flexibility, easier formwork and use of space and shorter building time. Deflection of the slab plays a critical role on the design and service life of building components; however, there is no recent research to explore actual deformation of concrete slab despite various advancements within the design codes and construction technology. This experimental study adopts the Hydrostatic Levelling Cells method for monitoring the deformation of a multi-storey building with flat slabs. In addition, this research presents and discusses the experimental results for the vertical deformation.

• Geomechanics and Engineering
• /
• 제36권1호
• /
• pp.83-97
• /
• 2024

It is important to make reasonable prediction about the long-term deformation of high rockfill geostructures. However, the deformation is usually underestimated using the rockfill parameters obtained from laboratory tests due to different size effects, which make it necessary to identify parameters from in-situ monitoring data. This paper proposes a novel hybrid back-analysis method with a modified objective function defined for the time-dependent back-analysis problem. The method consists of two stages. In the first stage, an improved weighted average method is proposed to quickly narrow the search region; while in the second stage, an adaptive response surface method is proposed to iteratively search for the satisfactory solution, with a technique that can adaptively consider the translation, contraction or expansion of the exploration region. The accuracy and computational efficiency of the proposed hybrid back-analysis method is demonstrated by back-analyzing the long-term deformation of two high embankments constructed for airport runways, with the rockfills being modeled by a rheological model considering the influence of stress states on the creep behavior.

• Computers and Concrete
• /
• 제19권5호
• /
• pp.527-535
• /
• 2017

In this study, an aging deformation statistical model for a unique high and steep rock slope was proposed, and the aging characteristic of the slope deformation was better reflected. The slope displacement was affected by multiple-environmental factors in multiple scales and displayed the same tendency with a rising water level. The statistical model of the high and steep rock including non-aging factors was set up based on previous analyses and the study of the deformation and residual tendency. The rule and importance of the water level factor as a non-aging unit was analyzed. A partitioned statistical model and mutation model were established for the comprehensive cumulative displacement velocity with the monitoring study under multiple factors and multiple parameters. A spatial model was also developed to reflect and predict the whole and sectional deformation character by combining aging, deformation and space coordinates. A neural network model was built to fit and predict the deformation with a high degree of precision by mastering its feature of complexity and randomness. A three-dimensional finite element model of the slope was applied to approach the structure character using numerical simulations. Further, a three-dimensional finite element model of the slope and dam was developed, and the whole deformation state was analyzed. This study is expected to provide a powerful and systematic method to analyze very high, important and dangerous slopes.