• Journal of the Korean Geotechnical Society
• /
• v.40 no.3
• /
• pp.19-31
• /
• 2024

In Korea, driven piles are generally penetrated up to weathered rock or harder strata. Friction piles have been used to some extent in the southwest coastal area with deep soils; however, friction piles are not extensively due to uncertainties about construction quality. The embedded pile construction method is primarily used due to noise and vibration complaints. However, in Southeast Asian countries (e.g., Cambodia, Myanmar, and Vietnam), where soft sediments are deep, the driven pile method is commonly used due to its economic advantages. Construction companies are increasingly entering overseas construction markets, e.g., Southeast Asia; thus, it is necessary to understand the behavior of driven friction piles in the soil and improve on-site engineering management to gain market competitiveness in these countries. In this study, the bearing capacity of friction piles driven into clayey coastal soils in Vietnam with time-dependent characteristics was evaluated based on the dynamic and static pile load tests. Based on the results, a modified Danish formula is proposed for on-site quality management.

• Journal of the Korea Institute of Building Construction
• /
• v.9 no.6
• /
• pp.161-168
• /
• 2009

In an architectural construction, underground construction is a critical path forming a major part of the total construction period and cost, and particularly in big cities, its size has been increasing every year. A basement wall currently constructed in the field needs a large functional work force, and the construction is under progress by the Euroform and Soldier system, which is disadvantageous in terms of the construction period. Therefore, in this research, non-supporting forms which are applicable to the buildings construction were developed, based on the non-supporting forms partly used in some civil engineering works. In addition, the size of a form was assumed and its economical efficiency was compared to that of the Euroform and Soldier system which is used most in construction fields, and the results were analyzed. The study results showed that the construction cost of composite non-supporting forms was higher than that of the Euroform and Soldier system by about 8%, and the construction cost of non-composite non-supporting forms were lower than that of the Euroform and Soldier system by about 9%. However, in the case of composite non-supporting forms, the amount of concrete and reinforcing rods remarkably decreased in structural construction, so it has the effect of an economical cost reduction compared to the construction cost of existing walls by about 35%

• Proceedings of the Korean Society for Rock Mechanics Conference
• /
• 1996.03a
• /
• pp.35-42
• /
• 1996

지하 구조물의 안정성 확보와 경제적인 시공을 위하여 상세하고 합리적인 암반분류가 필요하다. 설계 초기에는 제한적인 정보와 암반의 불확실성에 따라 암반분류의 신뢰도가 떨어진다. 이러한 불확실한 지질 정보를 근사하게 추론할 수 있는 방법으로서 인공지능(Artificial intelligence) 특히 인공신경망 (Artificial neural network)이 있다. (중략)

• 월간 기계설비
• /
• s.104
• /
• pp.80-85
• /
• 1999

배관에는 수많은 종류의 관이음이 필요하며, 특히 플랜트 배관의 제작 시공에 있어 용접은 기술적으로 매우 중요한 위치를 가진다. 따라서 그와 관련된 작업의 합리화와 표준화가 필요하다. 그러나 우리 공사현장 일각에서는 용접이음법이 다소 남용되고 있어 문제로 지적되고 있다. 관연결공법이 좀더 효율적이고 경제적이 되도록 연구 개발하여 과학적인 검증을 거쳐 실용화하도록 하여야 한다.

• Journal of the Society of Disaster Information
• /
• v.17 no.4
• /
• pp.829-838
• /
• 2021

Purpose: The Air Spring Damper System (ASDS) is proposed when existing concrete structures that have not been seismic resistant for economic and technical reasons or low-rise concrete structures that are difficult to earthquake. Method: To conduct a study on the damping force antigen in the kinetic equation of free vibration, we analyze whether this device has damping ability as a damper experimentally and theoretically, and examine the possibility of field application. Result: The air damper system is considered to be more economical than steel hysteresis dampers even if the number of dampers increases due to its easy manufacture and construction and low restrictions on shape, size, material, etc. Conclusion: In an air spring damper system, it is essential to reduce the diameter of the air inlet/outlet hole to improve the damping ratio, and in this case, if the diameter exceeds a certain lower limit, consideration of the compressibility of air is required, so further research is needed.

• Computational Structural Engineering
• /
• v.4 no.3
• /
• pp.18-22
• /
• 1991

막구조는 그 특유의 조형성과 구조적 특성으로 인하여 여러가지 용도의 건축물로 그 사용의 범위가 날로 증가하고 있다. 또한, 이 구조방식은 재료의 투광성 때문에 내부공간이 발고, 경량성, 시공성 등에서 이점이 있으며, 전통적인 다른 구조방식과 비교하여 동질의 안전성과 내구성을 인정받고 있다. 그러나, 막구조는 다른 구조 방식과는 상이한 구조적 특성을 가지고 있으므로 구조계획 및 설계는 이러한 사항을 충분히 인지하여, 구조적인 합리성, 경제성, 시공성 등을 고려하여 수행하여야 한다. 따라서 본 고에서는 막구조를 구조적 특성에 따라서 분류하고, 각 구조방식에 대한 구조설계시 고려사항을 기술하여 막구조설계에 대한 기초자료를 제공하고자 한다. 또한, 막구조의 특성상 반드시 수행되어야 하는 형상탐색(Shape Finding)과정을 설명하고 그 필요성을 논의하고자 한다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.16 no.3
• /
• pp.92-98
• /
• 2012

This study shows details of a specific space truss frame structure devised to carry out maintenance and repair temporary works in tunnels. The purpose of this study is to verify structural safety and function of the innovative truss structure through an analysis tool, i.e.. ABAQUS, which is a suite of software application for finite element analysis and computer aided engineering. And then optimized size, i.e., thickness and diameter of truss members is evaluated in practice. In this study, construction methods in the temporary works are additionally represented by using the new space truss frame structure.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2016.05a
• /
• pp.253-253
• /
• 2016

여러 정부부처 및 지자체에서 도시지역 홍수 피해 및 비점오염원 저감 방안의 해법으로 LID 시설의 설치를 권장하고 있다. 하지만 LID 기술의 국내 도입 기간이 짧아 우리나라 환경에 맞는 LID 시공을 할 수 있는 업체가 한정적이고 시공경험도 많지 않아 시공 비용에 대한 경제성 분석이 어렵다. 이러한 문제점으로 인해 LID 설치 비용의 과대 인식과 실효성에 대한 불안감이 만연하여 시설 설치에 어려움을 겪고 있다. 이와 관련하여 GI&LID 연구단에서 LID 통합설계모듈 등의 모형 개발 연구가 활발히 진행중이나 이에 앞서 금번 연구에서는 SWMM 모형을 이용하여 분석을 수행하였고, 가시적인 비교가 용이하고 최근 가장 큰 피해를 가져왔던 2014년 홍수 사상을 대상으로 연구를 진행하였다. 본 연구에서는 도시내 급경사면이 많고 불투수면적율이 높아 유속이 빠르고 완경사로 변화되는 구간에 홍수 및 토석류가 집중되어 홍수피해에 취약한 부산시 온천천 유역을 대상으로 LID 시설을 모의 설치 및 시뮬레이션 하고 재해연보 상의 홍수피해 복구액과 비교하였다. 이를 통해 LID 시설 설치시 비용-편익을 분석하고 이점을 제시하여 추후 있을 LID 시공 및 관련 연구에 도움이 되고자 한다.

• Journal of the Korea Institute of Building Construction
• /
• v.18 no.4
• /
• pp.347-354
• /
• 2018

This paper verifies the superiority of warming work in winter by applying the insulation gang-form to the apartment housing site and analyzes the economic feasibility of the application. According to the experimental results, the actual cost of warming work was about 52 million won less than planned, and 160 million won less than the existing average.(Note - The cost of gang form material increased from 260 million won to 310 million won after the change) As a result, the construction cost could be reduced by about 110 million won. As the costs of warming work can change depending on the number of floors, the building number, and the area of each site, it is deemed necessary to conduct a thorough review in advance at the site where the cost of warming work is to be applied.

• Journal of the Korea Institute of Building Construction
• /
• v.14 no.5
• /
• pp.423-432
• /
• 2014

The aim of this study to propose an efficient method in selecting the type of new and renewable energy applied in at the planning phase of buildings. This study applied geothermal energy facilities with high adaptability to buildings. This study considered the energy reduction and reduced cost by comparing the values with the energy consumption before applying of geothermal energy facilities. In order to propose more reliable criteria of economic evaluation, maintenance costs reflecting the replacement cycles and initial construction costs by drawings and specifications for installation facilities for practical geothermal energy based on construction statement for life-cycle cost analysis. The results will help to effectively select economic types of facilities for new and renewable energy of the planning phase of buildings.