• 대한토목학회논문집
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• 제32권6D호
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• pp.637-643
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• 2012

본 연구는 대표적인 TMB 장비 회사인 독일 WRITH사에서 개발한 TMB 공법 적용 현장의 굴진보고서를 수집하여 작업운영 생산성을 분석하였다. 그리고 분석된 자료를 근거로 구경별(3.0m, 3.5m, 3.8m) 굴진속도(m/일)를 도출하였다. 또한, 도출된 구경별 굴진속도를 근거로 독일의 WRITH사에서 구경별로 제시한 1m당 굴진에 소요되는 직접공사비를 적용하여 총 직접공사비를 산출하였다. 암질별 구경별로 도출된 굴진속도는 향후 유사한 암질에서 공사를 수행할 때, 공사 착수 전 총작업일수 및 총직접공사비의 산정을 활용한 공정 계획 및 관리를 수행하는데 효과적인 활용 자료가 될 것으로 사료된다.

• 문화기술의 융합
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• 제6권2호
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• pp.481-487
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• 2020

본 연구는 도시철도 선로를 인접하여 시공되는 대형굴착공사에 따른 기존 지하철 선로구조물의 구조적 안정성을 검토하고자 수치해석을 수행하였다. 수치해석을 바탕으로 단계별 시공과정에서 발생되는 궤도틀림의 영향을 해석적으로 도출하였으며 관련 기준과의 비교를 통해 궤도변형측면에서의 안정성을 검토하였다. 분석결과, 줄틀림과 면틀림과 같이 일정거리에서의 상대변위차를 바탕으로 평가되는 궤도틀림 항목의 경우 인접굴착공사 시종점부와 같이 기존 구조물의 변형이 시작되는 위치에서 가장 명확하게 발생되었다. 반면 궤도의 전반적인 연직 및 수평변위는 공사구간의 중심에서 최대변형이 발생되었다. 인접굴착공사에 따른 기존 구조물의 변형측면의 취약위치는 공사구간의 중심과 같이 구조물의 변형이 크게 발생되는 위치뿐만 아니라 궤도틀림 측면에서는 공사 시종점 구간이 취약위치가 될 수 있음을 해석적으로 입증하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.113-120
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• 1999

Deep excavation,1 in the urban areas may cause terrible damages to the adjacent structures. Most damages are due to the settlement of ground during excavation work. This article introduces two actual examples of structure damage in subway construction projects. A through of attempts to find out the factors that are affecting to the settlement of ground was made through site investigations and analyses of measurement data. Some suggestions are given to prevent the repeat of trial and error in deep excavation projects. This kind of attempts are eccentrical to the development and improvement of information-oriented construction method.

• 한국음향학회지
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• 제38권2호
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• pp.161-167
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• 2019

본 논문은 트랙기반 중작업용 ROV(Remotely Operated underwater Vehicle)에 적용 가능한 어라운드 뷰 소나 및 굴착깊이 측정 소나의 성능 검증에 대한 내용을 다루고 있다. 현재 국산화 개발 중인 중작업용 ROV에 활용 가능한 어라운드 뷰 소나 및 굴착깊이 측정 소나를 장착하여 수조 및 실해역에서 성능 검증 실험을 수행하였다. 어라운드 뷰 소나의 경우 이미지 소나를 ROV 전후좌우 4방향에 장착하고, 굴착깊이 측정 소나는 멀티 빔 음향측심기(Multi Beam Echo Sounder, MBES) 기술로써 ROV 전방에 장착된다. 본 논문에서 개발한 소나를 장착하고 ROV를 실해역에 진수시켜 소나를 운용한 결과 소나 시스템들은 작업 중 발생하는 침전된 부유물이 발생하거나 탁도가 높은 해역에 영향을 거의 받지 않으며 어라운드 뷰 소나의 경우 ROV 전방 30 m 거리에 있는 암반지형, 자갈, 모래톱 등을 확인할 수 있었다. 그리고 굴착깊이 측정 소나의 경우 ROV가 굴착 작업을 수행 후 굴착 깊이를 측정 가능함을 확인하였다. 본 논문에서 제안한 어라운드 뷰 소나와 굴착깊이 측정 소나를 활용함으로써 작업효율성을 높일 수 있음을 입증하였다.

• Geomechanics and Engineering
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• 제16권3호
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• pp.321-329
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• 2018

Classic braced walls use struts and wales to minimize ground movements induced by deep excavation. However, the installation of struts and wales is a time-consuming process and confines the work space. To secure a work space around the retaining structure, an anchoring system works in conjunction with a braced wall. However, anchoring cannot perform well when the shear strength of soil is low. In such a case, innovative retaining systems are required in excavation. This study proposes an innovative earth-retaining wall that uses in situ soil confined in dual sheet piles as a structural component. A numerical study was conducted to evaluate the stability of the proposed structure in cohesionless dry soil and establish a design chart. The displacement and factor of safety of the structural member were monitored and evaluated. According to the results, an increase in the clearance distance increases the depth of safe excavation. For a conservative design to secure the stability of the earth-retaining structure in cohesionless dry soil, the clearance distance should exceed 2 m, and the embedded depth should exceed 40% of the wall height. The results suggest that the proposed method can be used for 14 m of excavation without any internal support structure. The design chart can be used for the preliminary design of an earth-retaining structure using in situ soil with dual steel sheet piles in cohesionless dry soil.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 춘계 학술논문 발표대회
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• pp.7-10
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• 2008

As the land price in the downtown area increases, buildings are becoming bigger, deeper and higher. Consequently, the importance of underground construction has increased. Although construction engineers make every effort to complete underground construction without any problem, construction failures like landslides and the collapse of a retaining wall occur because of the uncertainty of the soil conditions as well as the unexpected risks of excavation work. In order to prevent potential excavation accidents, it is essential to understand the causes and impacts of such accidents. However, there are only a few examples of construction failures, which show the economic impact on accidents during excavation because of the sensibility of the information. This paper presents two cases of excavation accidents, which were investigated by construction insurance company. The compensation for the accidents paid by the insurance company was compared with the estimated costs calculated based on the estimation method for excavation accidents proposed by our previous study. The comparison results showed that the estimate calculated by our method was much less than the actual compensation because the estimate solely focused on the construction costs whereas the compensation included other external factors.

• 한국건설관리학회논문집
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• 제8권5호
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• pp.142-151
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• 2007

해상에서 이루어지는 암굴착 공사는 평균해수면 이하를 기준으로 수중으로 설계가 되어 있다고 하더라도, 조석간만의 차가 심한 서해와 남해의 경우에는 조석의 주기에 따라 해수면 위로 작업면이 노출되는 동안 육상작업이 가능해진다. 이를 활용할 경우 수중 작업 시 작업자의 위험성 증대, 작업효율의 저하 및 공사비 증대에 관한 수중공사의 단점을 보완할 수 있는 하나의 대안이 될 수 있다. 그러나 작업해야할 암굴착면의 높이와 조석에 따라 변화하는 수면의 높이에 따라 작업면의 노출시간, 즉 작업가능시간이 변화하게 되며 이에 따라 공사비의 변화도 발생하게 된다. 따라서 본 연구에서는 해상 암굴착 공사를 수행할 때 수중 작업과 비교하여 조석간만의 차를 이용한 공사의 경제성을 분석하고, 작업가능시간을 산정하여 작업시간별 경제성을 분석할 수 있는 방법을 제시함으로써, 조석간만의 차를 이용한 해상 암굴착 공사방식의 적용가능성을 모색해 보고자한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.248-259
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• 2010

In the case of relatively good ground and construction condition in the deep excavation for the construction of subway, railway, building etc., flexible earth retaining systems are often used in an economical point of view. It is generally known that the mechanism of behavior in the flexible earth retaining system is relatively more complicated than the rigid earth retaining system. Moreover in the case of long span strut supporting system the analysis of strut axial force change becomes more difficult when the differences of ground condition and excavation work progress on both sides of excavation section are added. When deeper excavation than the specification or installation delay of supporting system is done or change of ground condition is faced due to the construction conditions during construction process, lots of axial force can be induced in some struts and that can threaten the safety of construction. This paper introduces one example of long span deep excavation where struts and rock bolts were used as a supporting system with flexible wall structure. The characteristics of ground deformation and strut axial force change, the measured data obtained during construction process, were analysed, the effects of relatively deeper excavation than the specification on one excavation side and rapid drawdown of ground water level on the other excavation side were deeply investigated from the viewpoint of mutual influences between ground deformations of both excavation sides and strut axial force changes. The effort of this article aims to improve and develop the technique of design and construction in the coming projects having similar ground condition and supporting method.

• 한국정밀공학회지
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• 제27권1호
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• pp.76-83
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• 2010

There have been many studies regarding development of autonomous excavation system which is helpful in construction sites where repetitive jobs are necessary. Unfortunately, bucket trajectory planning was excluded from the previous studies. Since, the best use of excavator is to dig efficiently; purpose of this research was set to determine an optimized bucket trajectory in order to get best digging performance. Among infinite ways of digging any given path, criterion for either optimal or efficient bucket moves is required to be established. One method is to adopt work know-how from experienced excavator operator; However the work pattern varies from every worker to worker and it is hard to be analyzed. Thus, other than the work pattern taken from experienced operator, we developed an efficiency model to solve this problem. This paper presents a method to derive a bucket trajectory from optimization theory with empirical CLUB soil model. Path is greatly influenced by physical constraints such as geometry, excavator dimension and excavator workspace. By minimizing a energy function under these constraints, an optimal bucket trajectory could be obtained.

• Journal of Construction Engineering and Project Management
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• 제3권4호
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• pp.1-4
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• 2013

Excavation is most commonly used activity in all construction projects. All contracting agencies prefer to use bigger and heavier excavators and dumpers on site to do excavations if quantity of excavation is huge. Estimation of required number of excavators and dumpers for completion of excavation could be rather a tedious process involving repetitive calculation on which professionals spend their valuable time. As the Information Technology is highly involved in construction section there os need to have IT model for estimation of number of excavators and dumpers. The developed model is useful to calculate required equipments within short period of time. The purpose of the developed IT model is to save the time and efforts of the construction professional. The paper discusses about model which can be used on site to estimate numbers of excavators and dumpers required for completion of certain quantity of excavation within the given time. The calculation considers various existing formulas and method to generate the output. This information could certainly be useful in planning equipments on construction project sites. The tool is user friendly where any non IT background person can use it on construction sites.