• 한국지반공학회논문집
• /
• 제28권6호
• /
• pp.39-52
• /
• 2012

연약지반 계측에 있어, 원거리 측량에 의한 지표침하 측정 및 수동 방식의 층별침하 측정 방식을 탈피하고 기존 자동 침하 계측기술의 한계를 극복하고자, 디지털 홀센서를 이용한 자력감지 시스템 및 원위치 지반침하 자동 계측시스템을 개발하였다. 본 연구를 통한 개발 시스템은 지표침하와 다수 층별침하를 NX 규격의 단일 시추공내에서 동시에 측정할 수 있다. 개발 시스템의 실제 연약지반 개량현장 적용 및 기존 수동계측 결과와의 비교, 분석을 통해 그 기술검증 및 안정성을 확인할 수 있었다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
• /
• pp.452-461
• /
• 2008

Previous settlement prediction method based on settlement monitoring such as hyperbolic, monden method were developed under instantaneous loading condition and have restriction to be applied to soft ground under ramp loading condition. In this study, settlement prediction method under ramp loading was developed. New settlement prediction method under ramp loading considers influence factors of consolidation settlement and increase accuracy of settlement prediction using field monitoring data after ramp loading. Large consolidation tests for ideally controlled one dimensional consolidation under ramp loading condition were performed and the settlement behavior was predicted based on the monitoring data. As a result, new prediction method is expected to have great applicability and practicability for the prediction of settlement behavior.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.1712-1716
• /
• 2008

Performance of ground improvement project using prefabricated vertical drains of condition, in which approximately 10m dredged fill overlies original soft foundation layer in the coastal area has been conducted. From field monitoring results, excessive ground settlement compared to predicted settlement in design stage developed during the following one year. In order to predict the final consolidation behavior, recalculation of consolidation settlements and back analysis using observed settlements were conducted. Field monitoring results of surface settlements were evaluated, and then corrected because large shear deformation was occurred by construction events in the early stages of consolidation. To predict the consolidation behavior, material functions and in-situ conditions from laboratory consolidation test were re-analyzed. Using these results, height of additional embankment is estimated to satisfy residual settlement limit and maintain an adequate ground elevation. The recalculated time-settlement curve has been compared to field monitoring results after additional surcharge was applied.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.436-452
• /
• 2008

In this study, the settlement prediction method based on field monitoring data under preloading improvement with ramp loading is developed. Settlement behavior can be predicted with field monitored settlement throughout the entire preloading process including ramp loading followed by constant loading. The developed method is verified by comparing its predicted results with results from physical model tests and field monitoring data.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2007년도 추계학술대회 논문집
• /
• pp.1196-1202
• /
• 2007

In construction of high speed railway, the fan shape is limited to achieve reduction of required travel time and concrete railway which has structural stability and induces small maintenance cost with allowable ground settlement is recently applied. So construction of concrete railway on soft ground in which considerable ground settlement occurs increases and settlement management in soft ground section is required. Field monitoring on ground movement and integrated geotechnical information system which manages construction, design, and field monitoring data are essential for settlement management of concrete railway subgrade. Site investigation data are also required due to future repair work. Therefore in this study, integrated geotechnical information system for construction and maintenance of concrete railway is developed. The developed system consists of a database and an application program. The database contains site investigation, construction, design, and field monitoring data throughout a railway. Application program performs various functions on managing and utilizing information in the database with graphic visualization of output. And by providing integrating information with comprehensible visual displays, the applicability and effectiveness of the developed system for construction and maintenance management were confirmed.

• 한국안전학회지
• /
• 제21권1호
• /
• pp.41-47
• /
• 2006

This paper introduces stress monitoring system for buried gas pipeline in poor ground. During the six months of improvement construction of poor ground, maximum settlement of gas pipeline is about 40 cm. This value represents relative small compared to the initial settlement estimation of ground improvement construction plan, 90 cm. Also, this paper includes the result of finite element analysis of gas pipeline to confirm safety of pipelines in poor ground. The stress monitoring system for gas pipeline was developed to guarantee the safety of buried gas pipeline in poor ground. Eventually, the ground improvement workings are ended safely and it is proved that the pipeline has no safety problem.

• 한국지반공학회논문집
• /
• 제24권9호
• /
• pp.33-40
• /
• 2008

본 연구에서는 해안 준설매립지반에 대한 연약지반 개량사례를 이용하여 연적배수공법 적용시의 현장계측 및 압밀침하 해석을 실시하였다. 대상현장은 원지반위에 대략 10m의 준설매립을 통해 조성된 부지로서 고함수비 및 고압축성의 해성점토로 구성되어 있다. 1년 동안의 현장 계측결과, 당초 설계시의 예측침하량에 비해 매우 큰 압밀침하가 발생하였고, 이 조건에서의 향후 침하거동을 예측하기 위한 추가 압밀침하 해석 및 계측결과를 이용한 역해석을 실시하였다. 상부시공 영향 등에 의해 준설매립지반에는 과다한 전단변형이 발생하였으며, 이에 대한 현장 계측결과의 평가 및 보정을 실시하였다. 압밀해석 및 원지반 조건을 평가하기 위해 실내시험 결과를 이용한 물질함수분석을 실시하였으며, 최종적으로 부지 인도후의 잔류침하량 및 최종 지반고를 만족시키기 위한 추가 성토고를 산정하였다. 추가 성토이후의 현장 계측결과와 당초 예측했던 압밀침하 거동을 비교하였으며, 이를 통해 당초 예측내용에 대한 검증을 수행할 수 있었다.

• 한국지반신소재학회논문집
• /
• 제21권4호
• /
• pp.55-67
• /
• 2022

본 본문에서는 합성개구레이더(synthetic aperture radar) 위성 영상 이미지 분석을 통해 지표 침하를 측정하는 기술, 즉 합성개구레이다 간섭기법(InSAR, interferometric synthetic aperture radar)의 기본 이론 및 도심지 지표 변위 측정에 대한 적용성 검토 연구 내용을 다루었다. 먼저 InSAR 기법에 대한 기본 이론과 함께 기존 연구 동향을 제시하였으며 아울러 다중시기 SAR 영상을 이용한 시계열 분석 기법 중 SBAS-InSAR(SBAS-InSAR, Small Baseline Subset Interferometric SAR) 및 PS(Persistent Scatterers)-InSAR 기법을 연구 대상 지역에 적용하고 2014년~2021년 사이에 발생한 지역적 지반 침하를 평가하여 InSAR 기법의 도심지 지반 침하 모니터링에 구체적인 적용 가능성 여부를 평가하였다. 검토 결과 InSAR 기법은 연구대상 지역에서 발생한 시계열 침하 및 광역대 침하발생 경향을 현실적으로 모니터링할 수 있는 것으로 검토되었다. 아울러 SAR 영상을 이용한 시계열 간섭기법은 SAR 위성이 지구를 공전하면서 일정한 시간간격으로 한반도의 영상을 제공하므로 장기간에 걸쳐 발생하는 지반침하 모니터링에 효율적으로 적용할 수 있는 것으로 검토되었다. 향후 재방문 주기가 짧은 SAR 위성에서 촬영된 고해상도 SAR 영상이 활성화될 경우 InSAR 기법은 기존의 계측 기법을 대체하는 4차 산업 기술 기반의 광역대도심지 지반침하 모니터링 기술로 발전될 수 있을 것으로 평가되었다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2001년도 가을 학술발표회 논문집
• /
• pp.147-158
• /
• 2001

In general, two methods have been used to predict settlement of soft ground. One method is Terzaghi's one dimensional consolidation theory which gives time-settlement relationship using the standard consolidation test results. The other is forecasting method of ground settlement to be occured in the future using in-situ monitoring data. The above both methods have some defects in application manner or in itself especially in very deep and soft clayey ground. In view of the lessons and experiences of soft ground improvement projects, several techniques were proposed for more accurate theorectical calculation of consolidation settlement as follows ; ① Subdivision of soft ground, ② Consideration of secondary compression, ③ Using the modified compression index, etc. And also, revised hyperbolic fitting method was suggested to minimize the error of predicted future settlement. In addition, revised De-Beer equation of immediate settlement of loose sandy soil was proposed to overcome the tendency to show too small settlement calculation results by original De-Deer equation. And also, considering the various effects of settlement delay in the improved ground by vertical drains, time-settlement caculation equation(Onoue method) was revised to match the tendency of settlement delay by using the characteristics of discharge capacity decreases of vertical drain with time elapse by the pattern of hyperbolic equation.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1992년도 가을학술발표회 논문집
• /
• pp.149-155
• /
• 1992

In case of construction of the final refuse disposal site on the ground where 20m soft clay layer is deposited, Sand Compaction Pile(SCP) was driven with a view to increase the strength and reduce the settlement when the reclaimed revetment intend to be constructed first in a short time. Field monitoring method is carried out in order to overcome the problems of settlement and stability in the construction of the reclaimed revetment and the assumed problems in the design of composite ground. In this paper the observed data from monitoring sections are analysed, fedback to the desigh and field, and compared with FEM analysis. Conclusions are as follow: in case of 70% replacement the use of modified soilparameters makes the FEM analysis of SCP possible. In case of 27% replacement, n(stress concentration ratio)=0.2-0.3, B(measured settleme reduction coefficient)=0.43 are evalated. Also, horizontal displacement is remarkably happened around the ground.