• Title/Summary/Keyword: Project Schedule

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Development of Estimation Model of Construction Activity Duration Using Neural Network Theory (건설공사 공정별 작업기간 산정을 위한 신경망 기반 모형 구축)

  • Cho, Bit-Na;Kim, Hyeon-Seung;Kang, Leen-Seok
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.5
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    • pp.3477-3483
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    • 2015
  • A reasonable process for the activity duration estimation is required for the successful construction management because it directly affects the entire construction duration and budget. However, the activity duration is being generally estimated by the experience of the construction manager. This study suggests an estimation model of construction activity duration using neural network theory. This model estimates the activity duration by considering both the quantitative and qualitative elements, and the model is verified by a case study. Because the suggested model estimates the activity duration by a reasonable schedule plan, it is expected to reduce the error between planning duration and actual duration in a construction project.

A Case Study of Minimizing Construction Time in Long and Large Twin Tube Tunnel (대단면 장대터널 공기단축 사례연구)

  • No Sang-Lim;Noh Seung-Hwan;Lee Sang-Pil;Kim Moon-Ho;Seo Jung-Woo
    • Tunnel and Underground Space
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    • v.15 no.3 s.56
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    • pp.177-184
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    • 2005
  • The Sapaesan tunnel, the longest twin tube tunnel (4km) in Korea with 4 lanes each, is under construction with two years of delayed schedule because of the strong opposition from environmental bodies. Therefore, maximizing the construction efficiency was needed in tunnel project to compensate for time delay. This study includes improvements in the construction of the Sapaesan tunnel such as increasing excavation length and changing excavation sequence. In this paper the system for predicting tunnel face ahead is also introduced. Bulk-Emulsion explosive and Cylinder-Cut method were adopted in tunnel blasting to increase the excavation length. Optimum tunnel excavation step was designed to make up delayed time. Tunnel foe mapping, TSP survey and geological prediction system using computerized jumbo-drill were performed fnr safe construction of long and large twin tube tunnel.

Competency Level Evaluation for Construction Management in Southeast Asian Countries

  • Kwon, Nahyun;Park, Moonseo;Lee, Hyun-Soo;Son, Bo-Sik;Kim, Junyoung;Kwon, Byung-Gi
    • International conference on construction engineering and project management
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    • 2017.10a
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    • pp.146-152
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    • 2017
  • Recently, countries in the South-east Asia are making efforts to enhance the construction industry system and introduce the construction management system. However, it is challenging to apply construction management in site due to lack of technology and professionals for CM. This can result in frequent safety accidents, cost overrun, schedule delay, etc. Therefore, it is necessary to carry out a clear evaluation of the overall situation regarding the level of technology and required competency. The objective of this research is to investigate on which management skills and items for CM are required to improve the construction management skills in South-east Asian construction industry. As a result of the questionnaire, most of the officials selected that the design phase and the construction phase are important works, and the engineers evaluated activities during the bidding phase, the design phase and the construction phase as important works for construction management. However, in most of the results, it was observed that the current competency of Vietnam construction is insufficient compared to the evaluated importance of the skills. This can be explained by the fact that they are not capable of managing construction projects effectively as compared to the importance. The results can help to realize the inadequate aspects of local construction industry, which will be the basis of improvements. Also, it is expected to be supportive to improve construction management in the countries and also provide indicators related to work stage or technology that should be acknowledged when establishing the advancing strategy for Southeast Asian countries in the future.

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Rooting-Potential of Sod by Transplanting Time and Turfgrass Species (이식 시기와 초종에 따른 잔디뿌리의 활착력)

  • 주영규;김덕환;이성호;이정호
    • Asian Journal of Turfgrass Science
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    • v.17 no.2_3
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    • pp.67-73
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    • 2003
  • A series of studies was conducted during 2 years to investigate the effect of transplanting time and turfgrass species on turf establishment rate of sod for 2002 World Cup Soccer ground construction. The required period of rooting and turf growth for acceptable soccer playing quality on transplanted sod from nursery was tested to collect data for the project authorities of hosting cities and construction companies who were involved in World Cup stadium project. Transplanting time significantly affects on rooting-potential of sod on cool season grass and zoysiagrass, but those effects differently showed by turfgrass species. The enough nursing period for the ground established by Zousiagrass should be secured with proper transplanting time. And the thermal insulation on the turf canopy with other maintenance during Winter should improve the early rooting on zoysiagrass. The sod contained Kentucky bluegrass (85%+15% perennial ryegrass, seed wt. basis) showed relatively slow at the early growth and rooting-potential of root, but the potential resulted higher than that of perennial ryegrass turf (85%+15% Kentucky) under longer nursing period. Kentucky bluegrass has one of the most strong resistance against environmental stresses, but intensive maintenance practise should be required when the turf transplanted during summer season. Higher mixture rate of perennial ryegrass sod has a rapid root growth compare with other turfgrass species. The rate provided a benefit to an early establishment of turf ground followed by a proper maintenance practise. For the completion of World Cup soccer ground construction for 2002, the most suitable time for sod transplanting in 2001 was March to May or mid Sept. to early Oct. by delayed architect construction schedule.

Measuring Myun Health Worker's Performance by Time-Activity Approach (시간활동 접근법에 의한 면 보건요원의 업무량 분석)

  • Kim, Han-Joong;Kim, Moon-Shik
    • Journal of Preventive Medicine and Public Health
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    • v.10 no.1
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    • pp.34-43
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    • 1977
  • This study attempts to examine the performances of Myun Health Workers-the frontline workers in the Korean rural health care delivery system. The time-activity approach was mainly utilized as a measuring tool. This study was undertaken in September 1976 with 35 Myun Health Workers at the Kang Wha County. The pretested time-activity approach sheets were filled out daily for one month by those Myun Health Workers themselves. Statistical means and variances of analysis were utilized for statistical method in comparing some activities and functions converged into time distribution Findings: 1. The workers's average working hours derived in this study is 8 hours and 48 minutes per day, which takes half an hour longer than normal schedule. 2. They spend 56% working hour for direct services, in other words, the main function, 22% for supportive function, and 22% for other activities, the unrelated health services. 3. Considering the total working hours of main function, out-center activity is far more than in-center services with the ratio of 70% to 30% respectively, which proves, therefore, that the main activity of the workers is home visiting. 4. It takes 20 minutes purely for home visiting and takes 14 minutes for transportation. 5. This research also indicates that such factors as characteristics of the health workers and myun influence in shaping the structures of the worker's function and activity: a. The workers whose working site is located in myun office spend 15% among total working hours in carring out official myun activities, which is incidentally unrelated to health services, while the health subcenter have no rooms for administrative jobs for myun office. b. The workers whose office is in health subcenter contribute much time in doing main function and those working in special project distribute more time in performing supportive function. c. The types of workers are another dominant factor to influence the components of worker's functions and activities. MCH workers and MPW I spend much time for manipulating main function. d. MPW II, whose function is reorganized by special project in 2 myuns shows different pattern of time distribution compared to the TB worker orFP worker in the ordinary area. MPW II distributes their time evenly in performing MCH program, T.B. Program, F.P. program and education activity, while the unipurpose workers engage in carring out only their dominant role. e. Another variables which involve the variation of the worker's activity can be illustrated with the variables like target population, size of myun and convenience for transportation, among which the latter two are remarkable factors in determining the time for out-center service.

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A Study on the Using of BIM Data and Template for Construction Progress Management (건설공정관리를 위한 BIM데이터와 템플릿 활용 방안)

  • Oh, Kun-Soo;Park, So-Hyun;Song, Jung-Woo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.8
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    • pp.157-163
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    • 2016
  • BIM is currently applied in some domestic construction firms, but it is not being actively utilized due to changes in working environments and qualms about new studies. In order to utilize a BIM model in the design phase, process information is needed during construction, but the input system and utilization method of the process information's state are not complete. Therefore, we propose a BIM template for construction progress management that can show basic BIM information as the construction progresses in an easy and convenient way. This method will facilitate the adoption of BIM and enhance the productivity of construction companies. To this end, we designed a progress explorer for step-by-step progress and work schedules, and we generated three-dimensional views and a progress list by applying unit information (primary units, part units, and detail units) of the work breakdown structure (WBS) to the parameters. To use the BIM template, work progress information is input to the BIM modeling objects through Dynamo. We also used Dynamo for quick and easy calculation of the quantity of materials needed for construction work. To test the BIM template, we applied it to an actual project and evaluated its visibility and a progress list. The results showed that the proposed BIM template facilitates progress management of a project and can thus facilitate the adoption of BIM and improve the productivity of construction companies.

An Empirical Study on the Effect of public Construction Industry by Expansion of New Budget System (계속비 사업 확대로 인한 공공건설사업 파급효과 분석)

  • Kim, Sang-Bum;Lee, Jeong-Dae;Cho, Ji-Hoon
    • Korean Journal of Construction Engineering and Management
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    • v.9 no.3
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    • pp.153-163
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    • 2008
  • Domestic construction industry accounts about 15% of Gross Domestic Product(GDP) and Korean government spends approximately 50 trillion won per year for public infrastructure projects. Effective management of public construction projects would result in cost saving and enhance financial stability of the government. In doing so, the government promoted a new budgeting system, Continual Budget Method(CBM) as a part of public project performance enhancement program published in 1999. This research mainly attempted to investigate and analyze the impact of new budgeting in term of cost and schedule performance. Based on the analysis result of n2 projects. The new budgeting system could save project cost by 9.83y. Due to the saving of indirect costs from reduction. Although limited government budget cannot allow all the projects to be excuted with the new budgeting system, the new budgeting system should be more-widely utilized in the public sector because of its proven benefits from this research.

A Study on Normal Project Period for Parking Lot of Aged Apartment Housing (노후 공동주택 주차장 리모델링 공사 표준공기 설정에 관한 연구)

  • Bang, Seongbae;Jang, JunYoung;Koo, Choongwan;Kim, Taewan;Lee, Chansik
    • Korean Journal of Construction Engineering and Management
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    • v.22 no.6
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    • pp.107-119
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    • 2021
  • Recently, interest in remodeling apartment houses has been increasing due to problems such as a lack of parking spaces for old apartment houses. However, no method was suggested to predict the construction period of the apartment remodeling project. Unlike general apartment new construction, apartment remodeling construction involves demolition or reinforcement work, so a realistic remodeling construction period calculation plan differentiated from the existing construction period should be proposed. Therefore, this study intends to present a model for deriving the construction period of the underground parking lot of the apartment remodeling construction. Each construction period was calculated based on 19 activities of underground parking lot remodeling work through review of previous studies and expert advice. Activity's workload data and productivity data were derived to calculate the construction period, and the number of inputs and equipment inputs by Activity were determined to correct the productivity data. The construction period of Activity was calculated using the derived data, and the criteria for calculating the overlapping period for each Activity were presented to enable realistic construction period and scheduled schedule. As a result of predicting the accuracy of the construction period through the verification of the case complex, it is expected that it will be possible to predict the approximate construction period of the underground parking lot of the apartment remodeling construction in the future.

A Case Study on Documentation Strategy Applying the Institutional Functional Analysis Methodology (기관기능분석 방법론을 적용한 기록화 전략 사례 연구 미국 의회 기록화 프로젝트를 중심으로)

  • Kim, Jang-hwan
    • The Korean Journal of Archival Studies
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    • no.44
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    • pp.5-49
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    • 2015
  • Although a study on documentation strategy has been steadily releasing recently in the archival study field, it is rare that the cases or studies applying the institutional functional analysis methodology that Helen Samuels had suggested. The institutional functional analysis is a methodology to provide a comprehensive understanding of the record by defining the essential features of the institution at a macro level. The documentation area derived from the institutional functional analysis functions as a priori framework for an archivist to select and keep the records of the institution. In other words, by analyzing the function of the institution through the institutional functional analysis methodology, it makes possible to identify the functions not covered under the current records retention schedule at a macro level ensuring accountability of the organization's business activities. The documentation project of the United States is a prime example to comply with this background. In this study, by analyzing the case of the United States Congress, it is proposed the derived implications for applying the institutional functional analysis to the National Assembly of the Republic of Korea, where is the similar national institution to the U.S. Congress. For this purpose, firstly, the theoretical debate on the institutional functional analysis as the previous studies. Secondly, the documentation project of the United States Congress has been case analyzed by each function according to the institutional functional analysis. Thirdly, on the basis of the case study results, the implications are derived and it is suggested that the documentation areas applicable to the National Assembly of the Republic of Korea.

Research on Establishing Ground Digital Twin Geo-ambulance Technology Development Strategy (지상 디지털트윈 지오앰뷸런스 기술개발전략 수립 연구)

  • Min-Song SEO;Yong-Gu JANG;Ryu-Ji SONG
    • Journal of the Korean Association of Geographic Information Studies
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    • v.27 no.1
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    • pp.41-51
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    • 2024
  • If an underground accident occurs, the cause must be quickly identified and human and material damage reduced. The Underground Accident Investigation Committee is responsible for identifying the causes of accidents and preparing response plans to prevent similar accidents from occurring in the future. The law stipulates that the Underground Accident Investigation Committee can operate from a minimum of 6 months to a maximum of 9 months after an accident occurs. However, the operation schedule of the Underground Accident Investigation Committee seems difficult to cite the accident investigation report to the construction project currently in progress at the same time project. In this study, the Underground Accident Investigation Committee seeks to establish a strategy for developing technology that can shorten data collection and analysis, which previously took 3 months, to less than 1 month. As a result of the research, five areas of technology development identified, ground data collection and transmission technology, ground safety data generation technology, digital twin-based underground safety analysis and visualization technology, digital twin-based geo-ambulance construction and operation technology, and digital twin-based geo-ambulance standardization and legal system. research was able to be conducted. If the proposed technology is developed, it is expected to contribute to reducing accident scenes through faster decision making than before.