• Magazine of korean Tunnelling and Underground Space Association
• /
• v.5 no.1
• /
• pp.8-19
• /
• 2003

• Magazine of korean Tunnelling and Underground Space Association
• /
• v.6 no.1
• /
• pp.35-47
• /
• 2004

• Journal of the Korean GEO-environmental Society
• /
• v.21 no.8
• /
• pp.5-13
• /
• 2020

During the construction of underground space expansion of old facilities, it is necessary to secure temporary residence space for existing residents as well as noise and vibration issues during construction, and in the case of commercial, industrial, and social use, damage is expected from suspension of the use of facilities. There is a need for a technology that minimizes noise and vibration during underground expansion, enabling the use of existing facilities even during construction. In this study, a practical underground extension model is proposed by analyzing the behavior of the temporary structure and the surrounding ground as a result of measurement at each construction stage for a actual construction site. In order to solve the problems that occurred during construction, the basement slabs were placed in advance after the initial excavation. The measurement results (building inclinometer, crack measurement system, structure inclinometer and surface settlement meter) at the site were reviewed to analyze the behavior of the temporary structure and surrounding ground. As a result, it was confirmed that the inclinometer of the building and the structural inclinometer showed a tendency that the displacement after the slab line was placed was reduced or converged. The placement of basement slabs during underground extension not only relived the noise and vibration problems during construction, but also secured the stability of structures.

• Spatial Information Research
• /
• v.5 no.1
• /
• pp.115-131
• /
• 1997

Effective management of underground facilities which include water line, sewer line, electric line, telephone line, gas line etc., is very important for people's safety as well as administrative efficiency. The purpose of this study is four-fold: first, investigate management status of utility information of each utility companies, second, develope classification system of underground facilities and use this classification system for guidelines of database construction and for the exchange of database among utility companies, third, construct database using existing utility maps in pilot study area and identify accuracy of the existing maps and suggest strategy of database construction, fourth, suggest strategy of database maintenance and its organizational plan in connection with national plan.

• Proceedings of the Korean Institute of Industrial Safety Conference
• /
• 2002.05a
• /
• pp.467-472
• /
• 2002

우리나라의 건설업은 IMF이후 건설공사의 양적 증가, 고층화와 지하공간 활용증대에 따른 굴착심도의 증가, 건설입지의 확장, 도시기반 시설의 고밀도화와 기존 지하매설물과 인접한 굴착작업의 증가 등으로 건설현장 내에서의 사고위험성은 더욱 높아지고 있으며, 이러한 위험요인들은 재해로 이어져 근로자의 인명피해는 물론 기업의 경제적 손실을 초래하여 국가산업발전에 지대한 영향을 미치고 있다.(중략)

• Tunnel and Underground Space
• /
• v.33 no.6
• /
• pp.472-482
• /
• 2023

The grid-type or room-and-pillar method is applied for the purpose of mining horizontally buried minerals. In this study, design and pilot test were performed to apply the room-and-pillar method which uses natural rock as a rock pillar to the construction of underground space. The area where the pilot test was conducted was in stone mine and had good rock conditions with an appropriate depth (about 30 m) to apply the pilot test. The pilot test site was selected by reviewing accessibility and ground conditions and then site construction was performed through detailed ground investigation and design. The pilot test was designed with a column shape of 8×8 m and a cross-section of 8×12 m. The blasting pattern was determined through test blasting at the site, and blasting of 3 m excavation with 89 holes was performed. Through field observations, the average width of 12.5 m and the average height of 8.3 m were measured. Therefore, it is possible to proceed similar to the cross-sectional shape considered in the design.

• Journal of the Korean Association of Geographic Information Studies
• /
• v.23 no.4
• /
• pp.1-15
• /
• 2020

As cities expand and underground utilities construction projects increase, there is an urgent need for a technology capable of analyzing the underground utilities network in 3D. Since 2015, 3D Underground Geospatial Map project, that has been integrating 15 types of underground information such as underground utilities, underground structures, and ground information, is in progress in S. Korea. However, the construction of 3D underground facilities is currently based on manual work and the logic for building a 3D model is very complicated. And it takes a lot of time and cost to process millions of large amounts of data per local governments. By presenting a framework on the processing and partial updating of the 3D underground utilities model, this paper aims to establish a plan to quickly build a 3D underground utility model at a minimum cost. The underground utilities processing and partial update automation technologies developed in this study are expected to be immediately applied to the 3D Underground Geospatial Map project.

• Journal of Cadastre & Land InformatiX
• /
• v.45 no.2
• /
• pp.15-26
• /
• 2015

Since the creation of modern cadastral system in 1910's the cadastral system has been modified to comply with a new technical development and diverse requirements. However, the discussion on the directions for extension of cadastral records has been rarely addressed. In this paper it is proposed that the direction of extension cadastral records from the current a right focused perspective to an obligation and restrictions perspective based on the FIG Commission 7's Cadastre 2014 which is a future vision of cadastral system development. As the extension directions, a legal and technical perspective and functional extension for a role for land information publicity platform has been presented. Considering the extension directions an environment and disaster management field has been reviewed for an applicable fields.

• Korean Journal of Construction Engineering and Management
• /
• v.7 no.2 s.30
• /
• pp.118-126
• /
• 2006

There is a greater importance for underground work designed and built in the urban areas when it comes to considering the cost-effectiveness and the period of construction commensurate with an increasing trend of skyscrapers. At this stage of underground work, it's extremely necessary to choose a proper earth retaining method. Therefore, the study has suggested the rational retaining wall method by developing the support vector machine(SVM) model as a tool to choose a proper retaining wall method applied at the stage of selecting the earth retaining method. In order to develop the SVM model, the binary SVM classifier is expanded into a multi-class classifier. and to present the feasibility of our SVM model, we considered 129 projects. Applying the 'SVM Model' developed in the study to the designing and developing stages of the earth retaining work will contribute to the successful outcomes by decreasing any changes of design from implementing the earth retaining.

• The Journal of Engineering Geology
• /
• v.12 no.1
• /
• pp.1-21
• /
• 2002

Recently, the rapid industrialization and urbanization of the country due to a high economic growth, require optimization, usage and the expansion of underground space. Therefore the consturction of large and deep basements takes place in braced excavated area where their earth retaining structures cause many problems such as settlement and damages of nearby buildings and underground utilities. this study deals with the influence distance of settlement and the amount for settlement based on the measurement which were obtained at five excavation construction sites. Maximum ground surface settlement, (0.28∼0.3)(%)H utilizing depth, is similar to the measurement and the value by Clough's method. It was found that the settlement and the influence distance of settlement calculated by Clough's method were rational.