• Title/Summary/Keyword: construction practice

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Strategy for Various CM Applications based on Comparative Case Analysis (사례 비교분석을 통한 CM 적용 다양화 방안 - 발주자 특성 및 사업특성을 중심으로 -)

  • Kim, Namjoon;Jung, Youngsoo;Kang, Seunghee;Shin, Dongwoo
    • Korean Journal of Construction Engineering and Management
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    • v.17 no.1
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    • pp.10-17
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    • 2016
  • Domestic CM market has continued to grow since the enactment of CM policies in 1996. In addition, future CM market is forecasted to have potential high growth. Therefore, it is necessary to apply various CM business models reflecting the owner's requirements and characteristics in order to improve in the CM industry and to strengthen the competitiveness in the overseas construction market. In this context, the purpose of this study is to suggest strategies of various CM applications based on comparison of 4 cases analyzed by 'business weight' and 'business depth' in terms of business function as well as by the types of 'CM market' and 'CM practice'. Result of this comparative analysis shows that each case presents differences in terms of type, business weight, and business depth of CM practice. However, domestic public CM services are currently being challenged to strengthen capability throughout the project life-cycle against the limitation of government's CM policies focused on the construction supervision. In order to address this problem, this study proposes the strategies of various CM applciations from several different perspectives

Base Practice Importance Analysis by Software Process Assessors' Characteristics (소프트웨어 프로세스 심사원 특성에 따른 기본 프랙티스의 중요도 분석)

  • Lee, Jong-Moo;Yoo, Young-Kwan;Kim, Gil-Jo;Chun, In-Geol
    • Korean Business Review
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    • v.13
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    • pp.179-193
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    • 2000
  • It is not simple to manage software quality, because software development process and product itself are very complex. Recently ISO/IEC 15504- international standard for software process improvement, capability determination and development - was completed and applied to many local trials, and their results are being reported as registered local trials. The first step of software process assessment is established by examining whether its base practices are performed and which level they are achieved. And as far as assessment responsibility and credibility are concerned, assessment is generally performed by team-based assessors. Therefore assessment team construction and its preference of practice importances have a great effect on the credibility and the objectivity of assessment. In this paper, we analyse a SPICE-based software process assessment trial by comparing base practice importances of assessed processes, which are expressed through a real assessment, with its final rating results. Survey data are collected from assessors and interviewees who were engaged in the SPICE trial that was performed by ISO/IEC 15504, and final data analysis are derived from the factor analysis method. It is convinced that the result of this paper is able to enhance the credibility of software process assessment by provisions of objective and rational criteria and preference information for assessment team construction and base practice importances in future.

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Computations of Forest Road Density considering for Forest Terrain and Characteristics (산지 지형 및 특성을 고려한 임도밀도 산정)

  • Jung, Do Hyun;Cha, Du Song;Park, Chong Min;Lee, Joon Woo;Ji, Byoung Yun;Chun, Kwon Suk;Kim, Jong Yoon
    • Journal of Korean Society of Forest Science
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    • v.94 no.3 s.160
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    • pp.168-177
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    • 2005
  • To provide the basic policy informations for environment-friendly and economical construction of green forest road, forest road density considering for the forest terrain and characteristics was computed. As results, designing the effective forest management and protection, standard forest road density as a social overhead capital (SOC) concept was computed to 8.57 m/ha. Considering as based facilities for forest management, we also optimal forest road density for preparing the sustainable forest management system was computed to 14.01 m/ha.

Teaching-learning interaction effects and management in internet based practice instruction - a case study (인터넷기반 실습수업에서의 교수-학습 상호작용 효과 및 운영안 - 사례연구)

  • 김재생
    • Journal of the Korea Computer Industry Society
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    • v.5 no.2
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    • pp.193-202
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    • 2004
  • In this paper, we studied about method that instructor and learner execute teaching-learning activities and about the educational effects of a web based practice instruction. And, in practice instruction, we examined about role and influence of instructor, learner and manager. This study shows the method that instructor and learner execute teaching-learning activities and interaction activities in a "construction of e-business system" curriculum to support the informational education for an industrial workers. The research subject was the 15 industrial workers who enrolled a informational instruction coulee provided for two weeks by kimpo college, As a research method, workers survey, interview, and profile analysis were used for this study. The result of this study show that interaction between instructor, learner and manager was not executed actively, but the manner of lecturing about interest of learner, usage of email, question and answer of bulletin board, online-practice were brought an effect on interaction of learner activities and the educational effects.l effects.

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Evaluation of Field Application for the mix properties of the thixotropic grout (가소성그라우트의 배합특성 및 현장 적용성 평가)

  • Kim, Hak-Moon;Jang, Kyung-Jun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.9
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    • pp.4223-4238
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    • 2011
  • The advantages of grouting are the simple instrument, the simple procedure of practice and the simple verification of grouting result. but the more grouting practice there is, the more damages of environment from grouting practice and grouting materials there are. so, the grouting materials and methods with the character of environment friendly are introduced in construction field, recently. This paper is to study of the physical characteristics that has thixotropic character and that consists of inorganic and polycarboxylate co-polymer. In study, various testing methods are performed such as a viscosity, a thixotropy, a compressive strength, a heavy metal detection and pH measurement in lab test and a low pressure injection test and a high pressure injection test in field with different soil type. As a result, a optimum mix ratio is proposed by analyzing the result of lab test. the field applicability is verified by checking a injection pressure, a grout volume and a hardened body of grout by excavating the practice site.

Some Practical Issues on the International Construction Contract (국제건설계약(國際建設契約) 실무상(實務上) 유의점(有意點))

  • Kim, Seung-Hyeon
    • THE INTERNATIONAL COMMERCE & LAW REVIEW
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    • v.25
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    • pp.3-40
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    • 2005
  • Many Korean construction companies have been performing a variety of overseas construction projects since the 1970s. It is unfortunate that in many cases they have had to suffer big losses caused by errors and defects in the design and construction of the projects. In the author's opinion, however, there were losses that could have been avoided if they had understood better the feature and content of the particular construction contract. Few lawyers and scholars in Korea have been interested in the research and study of international construction contracts. This is mainly because they do not have access to practical sources outside of Korea for them to research and study since the contracts undertaken have been dealt with by law firms in other jurisdictions to which the disputes apply. This article is aiming primarily at the introduction of the issues which the practitioners are likely to confront in the process of reviewing and performing the international construction contract. In some cases solutions are sought about these issues based upon the FIDIC standard terms and conditions, the actual experience of practice, and UNIDROIT Principles, etc. It is reasonable to say that all the issues related to the international construction contract cannot be covered in a short article like this. The author wishes this article could induce subsequent studies on international construction contracts for further research. It has to be noted that from time to time Korean construction practices have been compared to the international ones for better understanding. This article mostly includes cases where the Korean construction companies go overseas for their projects, while there are some cases where foreign developers and financial investors participated in domestic projects in which international construction contracts forms were adopted. A few precedent domestic writings about international construction contracts seems to lack emphasis on the points that there are several standard construction contract forms and that they are different. The differences are mainly in accordance with who bears the design responsibility, how the owner has to make progress payments to the contractor and who the funding source for the project is. This article tries to make it clear that there are significant differences between the standard contract forms, e.g. a simple construction form, a design-build form and an EPC/turnkey form of contract. Again, the author hopes that this article can arouse the interest in the international construction contracts from both academic and practical fields, so that many subsequent advanced articles can help our construction industry become much more competitive in the world through awareness of the methods of procurement and administration of the contracts.

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Quantification of the CO2 Footprint in Residential Construction

  • Don Mah;Juan D. Manrique;Haitao Yu;Mohamed Al-Hussein;Reza Nasseri
    • International conference on construction engineering and project management
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    • 2009.05a
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    • pp.525-536
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    • 2009
  • The current residential process adheres to a traditional method of construction involving wood framing on-site on poured concrete foundations which has been widely applied in North America. A conventional residential construction process can include seventeen distinct stages ranging from stake-out to pre-occupancy inspection. The current practice possesses short comings including high construction material wastes, long scheduling timelines, adverse weather conditions, poor quality, low efficiencies and negative environmental impacts from transportation and equipment use. Over CAN $5 billion dollars was spent in the construction sector during 2007 in Canada. Previous findings in CO2 emissions during the construction process of a conventional dwelling emphasize more than 45 tonnes of CO2 emissions. Hence, in Alberta alone during 2007, almost 50,000 residential units would release more than two million tonnes of CO2. These numbers demonstrate the economical and environmental impact in building construction and its relationship with CO2 emissions. The aim of this paper is to quantify the CO2 emissions from the current residential construction process in order to establish the baseline for CO2 emission reduction opportunities. The quantification collection methodology will be approached by identifying the seventeen various stages of construction and quantifying the contributions of CO2 from specific activities and their impacts of work for each stage. The approach of separating these into separate stages for collection will allow for independent opportunities for analysis from various independent contractors from the entire scope of work. The use of BIM will be implemented to efficiently quantify CO2 emissions. Based on the CO2 quantification baseline, emission reduction opportunities such as an industrialized construction process will be introduced that allows homebuilders to reduce the environmental and economical impact of home construction while enabling them to produce higher quality, more energy efficient homes in a safer and shorter period of time.

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지하수 채수에 따른 지반침하 사례분석

  • 정하익;구호본
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2001.09a
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    • pp.168-171
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    • 2001
  • It is a common practice to extract water from the ground for domestic, agricultural or industrial uses or to lower the groundwater level for construction work. An accurate prediction of ground settlement Is sometimes crucial when groundwater is pumped. This case study have shown that drawdown of the groundwater table may cause ground subsidence. Many settlement gauges was installed in the vicinity of a pumped well to measure the surface settlement. The relationships between the level of groundwater drop and surface settlement is investigated In this research.

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Nondestructive Evaluation of Concrete Members using Impact Echo and SASW Methods (충격반향기법과 표면파기법을 이용한 콘크리트 부재의 비파괴 검사)

  • 김동수;박형춘;이광명
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.10a
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    • pp.164-168
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    • 1995
  • As nation's infrastructure is getting old, nondestructive evaluation of existing structures and construction quality control are getting important. In this paper non-destructive evaluations of concrete members using impact echo and SASW methods are introduced. Both techniques are based on the stress wave propagations. Experimental tests were performed using beam type concrete member where voids and cracks are included. Within reasonable accuracy, void locations were detected using impact echo method and the dynamic modulus of concrete were measured using SASW method. Both NDT methods showed a feasibility for the implementation into quality evaluaton of concrete members in practice

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Preperties of Foamed Concrete using Fly Ash for On-Dol (온돌 채움용 플라이애쉬 경량기포콘크리트의 품질 특성)

  • 고진수;임정수;전명훈;김종엽;손영준;이도헌
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.04a
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    • pp.211-216
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    • 2000
  • Foamed concrete is applied ad filling, material of On-dol, bur it has much trouble in controlling the quality because of not establishing the detailed related criteria and recommendation for the construction and quality control practice. Therefore, this study will investigate the as-placed density and air content of formed slurry before hardening and its physical characteristics after hardening, analyzed the relation of each characteristic, and finally provide the proper method for the quality control foamed concrete.

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