• Title/Summary/Keyword: Trial construction

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Strength properties of concrete with fly ash and silica fume as cement replacing materials for pavement construction

  • Chore, Hemant Sharad;Joshi, Mrunal Prashant
    • Advances in concrete construction
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    • v.12 no.5
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    • pp.419-427
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    • 2021
  • The overuse level of cement for civil industry has several undesirable social and ecological consequences. Substitution of cement with industrial wastes, called by-products, such as fly ash, ground granulated blast furnace slag, silica fume, metakaoline, rice husk ash, etc. as the mineral admixtures offers various advantages such as technical, economical and environmental which are very important in the era of sustainability in construction industry. The paper presents the experimental investigations for assessing the mechanical properties of the concrete made using the Pozzolanic waste materials (supplementary cementitious materials) such as fly ash and silica fume as the cement replacing materials. These materials were used in eight trial mixes with varying amount of ordinary Portland cement. These SCMs were kept in equal proportions in all the eight trial mixes. The chemical admixture (High Range Water Reducing Admixture) was also added to improve the workability of concrete. The compressive strengths for 7, 28, 40 and 90 days curing were evaluated whereas the flexural and tensile strengths corresponding to 7, 28 and 40 days curing were evaluated. The study corroborates that the Pozzolanic materials used in the present investigation as partial replacement for cement can render the sustainable concrete which can be used in the rigid pavement construction.

A Study on the Performance of Recycled Asphalt Pavement using Hot Recycling Plant (재생 아스팔트 포장의 공용성능 연구)

  • Kim, In-Soo;Suh, Young-Chan
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.2
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    • pp.112-118
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    • 2011
  • The recycled asphalt concrete has gotten increasing attention due to the environmental issues. The volume of reclaimed asphalt has increased significantly for last few years because of city remodeling, pavement maintenance, utility excavation, and road widening. Considering the value of reclaimed asphalt, it is rather used for the recycled asphalt concrete than it is used for fill and cover up material instead of soil. This research will be a supplements incomplete issues from existing research results and suggests the quality control guideline for recycled asphalt concrete and upcoming laws. As the first step of research, the trial construction of RAP(Recycled Asphalt Pavement) performed in expressway construction sites. These trial construction sites have been checked every years. And another construction sites studied and selected for more deeper performance check of RAP. For this checks, we used automatic pavement survey equipment and computerized analysis tools. Also, DSR(Dynamic Shear Rheometer) was used for the fatigue life calculation of binder blends(RAP and virgin binder). As a consequence of this research, the application of recycled asphalt provides good enough quality for highway construction. The preceeding literatures reviewed shows that the asphalt rejuvenator are used in many countries but that type of chemical agent are not used in Korea. By using the data of trial construction and mix design in Chongwon-Sangju construction lane, the surface and base courses consisted with the 10% and 30% rap mix asphalt section maintains good performance for up to 7 years. Through the performance check and laboratory tests(DSR), the quality control and mixture's low temperature prevention are the important factor and chemical agent necessary for increasing the fatigue life of RAP binder.

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A Case on Excavation Plan and Design of Adjacent Railroad Tunnel (근접 철도터널의 굴착계획 및 설계 사례)

  • 김선홍;정동호;석진호;정건웅;서성호
    • Explosives and Blasting
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    • v.20 no.3
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    • pp.59-71
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    • 2002
  • The points of this design case are the planning and excavation method of a new double-tracked railroad tunnel which is approx. 11∼22 meters apart from existing single-tracked railroad tunnel. For the optimum excavation method some needs are required in design stage, such as the reduction of noise and vibration, public resentment, damage of buildings and construction costs. Hence the estimation and application of allowable noise and vibration criterion is important. The ground coefficient (K, n) of this site is determined by field trial blasting. The excavation method is chosen to satisfy the allowable noise and vibration criterion. In addition, in order to ensure the stability of existing single-tracked railroad tunnel, the instrumentation of maintenance level is accompanied during the construction stage. As a result of this design condition, central diaphragm excavation with line drilling and pre-large hole boring blasting is applied to the area within 15 meters apart from existing tunnel. And above 15 meters apart, pre-large hole boring blasting is designed.

Performance Evaluation of Trial Product of Amorphous Metallic Fiber Reinforced Porous Block Using High Volume Blast Furnace Slag Powder (고로슬래그를 대량 활용한 비정질 금속 섬유보강 투수블럭의 시제품 성능평가)

  • Kim, Do-Bin;Kim, Young-Uk;Kim, Sung-Jin;Kim, Hye Jeong;Jeong, Su Bin;Choi, Se-Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.81-82
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    • 2017
  • This study analyzed the compressive and flexural strength characteristics and the permeability coefficient of the trial product of amorphous metallic fiber reinforced porous block using high volume blast furnace slag powder.

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The Improvement of Delivery System for International Sports Complex Facility (국제종합경기 시설공사 발주방법의 개선 방안)

  • Choi Yong-Ho;Lee Soo-Yong
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2005.05a
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    • pp.107-112
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    • 2005
  • Renovation of existing sports facilities or construction of temporary ones for international complex games requires a wide variety of hundreds of sub construction projects to be awarded at the same time but there are few precedents required regarding the study of tendering process required in such cases. As award of construction contracts to build sports facilities for various international complex games is a critical determinant of fate of international complex games in the initial phase, it is very critical that adequate construction tendering process bedetermined. This research is aimed to study tendering cases for renovation or construction of critical international sports facilities to enhance efficiency of facility construction and define most reasonable tendering approach to satisfy schedule constraints often associated with international complex games and contribute to improvement of international competitiveness of their host cities and propose a direction for further development. This study also provides inputs to subsequent sports events of comparable scale to minimize trial and error.

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A Study on The Possibility of BIM(Building Information Modeling) Application of Construction Management (건설사업관리의 BIM(Building Information Modeling) 적용 가능성에 관한 연구)

  • Shim, Jin-Kyu;Yi, Hye-In;Kim, Jae-Jun
    • Journal of The Korean Digital Architecture Interior Association
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    • v.10 no.2
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    • pp.49-60
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    • 2010
  • The production process of construction industry is different from thing of the general manufacturing, likewise various participants make temporary teamwork for success of the project through sharing of information. But the each role of participants is individually changed to step in construction process stage and moreover it has complicated, entangled interests. The Construction Management was inducted for the effective management and operation of construction project. The Key of the Construction Management success depends on the cooperative relationship relation to major participants. The domestic construction system is difficult with many trial and errors for the frequent plan change. As the building are more bigger and complicated, Building Information Modeling is demanded design and maintenance. This evaluation was done by the trust on the system as well as Construction Management. And then it applies the BIM it analyzes the example of construcrion project.

Optimal Implementation Strategies of Building Information Modeling for Construction Projects of LH

  • Lee, Ji-Eun
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.60-62
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    • 2015
  • The BIM-based architectural design can be the optimal method to improve all sectors of construction industry and reduce environmental impact through digital technologies. The goals and effects of BIM needs in LH to be newly planned based on the experience of public sectors, which will ultimately contribute to maximization of effectiveness. Referring the excellent case in the UK, the current BIM standards according to maturity level 2 handle the contents related to modeling, collaborative data production, data management and assure BIM data have to be used from building construction to operation and maintenance of buildings. Therefore the strategy for the utilization of BIM for construction projects in LH consisted of three steps; first, the minimization of defects via BIM: second, strengthening the competitiveness of construction and asset management: third, upgrading the system of building production and maintenance control. After this trial, LH can accumulate know-how for building construction to be more costeffective and competitive.

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Experimental Study on the Infilling Characteristics of CFT Column Infilled by Pumping-Up Below (하부압입공법에 의한 콘크리트 충전강관(CFT)기둥의 충전특성에 관한 실험적 연구)

  • Kim, Myoung Mo;Jeon, Sang Woo
    • Journal of Korean Society of Steel Construction
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    • v.14 no.2
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    • pp.375-383
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    • 2002
  • To evaluate the applicability of the construction method involving infilling CFT columns by pumping-up, a trial construction was done using 6 actual size test samples. The 12.8m-high test samples were similar to a four-story building scale. The pumping-up level was controlled at 12m. The test used two types of high performance concrete with $450kgf/cm^2$ standard design strength, and a concrete pump which is used domestically. The pressure changes in pipes or pump as well as the changes in concrete characteristics were measured during construction. in order to evaluate applicability. After the concrete hardened, the column was dismantled. The filled state of the concrete, concrete strength distribution according to column height, etc., were checked to evaluate the quality of the concrete, From the results, some basic data which characterize the pumping-up pressure were suggested. Also, the strength of hardened concrete as well as the filled state were proven to be acceptable ranges.

Construction of Aluminum Curtain Wall with 3D Elevation for TRUTEC Building (트루텍 빌딩의 3차원 입체 커튼월 시공)

  • Park, Choel;Hong, Doo-Pyo
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2007.11a
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    • pp.119-122
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    • 2007
  • TRUTEC building, which is located at DMC B block is zone, is just one the office building in Soeul. TRUTEC building is designed by Barkow Leibinger Architeken in Germany, has 5 stories under and 12 stories above and has been finished with the unique three dimensional curtain wall unit. Big trial to make unique elevation succeeded as getting rid of the typical plain curtain wall unit. In addition, aluminum bars are treated by the latest CNC machine in order to achieve 3D section. Construction of curtain wall is highly focused from the moment of contract to keep the schedule because the contract period is 18 months. Regular design meeting and technical meeting between stakeholders including construction manager, designer, engineer, consultant and so on have been held during the construction to minimize the risks from the unique elevation and trial. Step by step mock-up test (design mock-up and visual mock-up on site) has been performed before functional mock-up test.

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A Study of the Court-Annexed ADR and Its Implications in the United States (미국의 사법형 ADR제도와 그 함의에 대한 연구)

  • Kim, Chin-Hyon;Chung, Yong-Kyun
    • Journal of Arbitration Studies
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    • v.21 no.3
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    • pp.55-87
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    • 2011
  • This paper is to illustrate a variety of court-annexed ADR programs and vindicate its implications of court-annexed ADR in United States. It has been almost three decades since Frank Sender articulated his vision of the multi-door courthouse. The court-annexed ADR originated from the concept of multi-door court house. Professor Sander argued that the court must transform from the court that provides litigation, only one type of dispute resolution, to the multi-door courthouse which provides a variety of dispute resolution methods including a number of ADR programs. The types of court-annexed ADR on which this paper focus are court-annexed mediation, court-annexed arbitration, mini trial, early neutral evaluation(ENE), summary jury trial, rent-a-judge, and med-arb in United States. The findings of this paper is as follows. First, the ADR movement is the irreversible and dominant phenomenon in the US court. The motivation of incorporating ADR into court is to reduce the cost of court to handle the civil disputes and to eliminate the delay of litigation process in the court. At the same time, a couple of studies of ADR revealed that the ADR program satisfied users of ADR. Second, the landscape of ADR has not been fixed. In 1970's, the court-annexed arbitration has been popular. In 1980's, the diverse kinds of ADR programs were introduced into the federal court as well as state courts, such as mini trial, early neutral evaluation(ENE), summary jury trial, and court-annexed mediation. But in 2000s, the court-annexed mediation has been the dominant type of ADR in United States. Third, the each type of ADR program has its own place for the dispute resolution. Since Korean society enters into the stage in which diverse kind of disputes occur in the areas of environment, construction, medicare, etc, it is desirable to take into consideration of the introduction of ADR to dispute resolution in Korea.

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