• Title/Summary/Keyword: construction ability

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The Study on the Compressive Strength Properties of Mortar using Discarded Bentonite Powder by the Cooling Method after Heat Treatment (폐벤토나이트 분말의 소성 및 냉각조건에 따른 모르터의 압축강도 발현특성에 관한 연구)

  • Kim, Hyo-Youl
    • Journal of the Korea Institute of Building Construction
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    • v.4 no.4
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    • pp.87-94
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    • 2004
  • As the bentonite is main material to prevent from collapse of drilling hole at underground excavation works, it is increased using quantity on construction industry day by day. But, the discarded bentonite that is over using at underground excavation works is caused various enviromental trouble as soil and water pollution est. Therefore, this study aims to propose a foundamental report for pozzolan reaction of discarded Bentonite powder by heat-treatment and cooling as concrete mineral admixture. To find out pozzolan reaction ability of discarded Bentonite powder by indirect cooling & cooling using of water after heat-treatment, the experiments are excuted flow test & compressive strength on age of mortar using discarded Bentonite powder. As a result of this study, discarded Bentonite powder can be utilized as concrete mineral admixture by heat-treatment and especially, pozzolan reaction ability of discarded Bentonite powder is superior to the situation of 600℃. 60min & cooling using of water.

Practical 2-Arch Road Tunnel Design in Mountainous area (산악지형에서 효율적인 2-Arch 터널의 설계사례)

  • Jeong, Kyeong-Han;Lee, Joo-Gong;Han, Sung-Su;Hwang, Yong-Sub;Kim, Ji-Sung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.10a
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    • pp.601-612
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    • 2005
  • In mountainous area, Two parallel tunnels have been usually recognized as a road tunnel which has benefits in aspects of cost and stability. However, Design and construction of 2-Arch road tunnel are growing recently due to environmental destruction, compensation of land and difficulty of route separation. As studies are mainly undergoing on only guaranteeing stability and developing a waterproofing-drainage system to avoid water leakage through comprehension for characteristics of 2-arch tunnel behaviors, there is a tendency to evaluate quantity of support by empirical method with a tunnel which has a complicated cross-section and lack of construction ability. In this study, therefore, we made a plan of tunnel cross-section which had shown good construction ability and developed the waterproofing-drainage system which is able to solve the water leakage problem fundamentally by analyzing precedented 2-arch tunnels and investigating their sites in and out of nation. We also determined fixed quantity of support by a large-scale model test and numerical analysis. We want to contribute to 2-arch tunnel design hereafter introducing design procedure and method applied here.

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A Study on the evaluating proper house rental supplement for poors (공공임대주택 사업의 적정 주거비 보조금에 관한 연구)

  • Lee, Dong-Un;Ok, Seon-Ho;Kim, Yeong-Su
    • Korean Journal of Construction Engineering and Management
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    • v.8 no.2
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    • pp.59-67
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    • 2007
  • The cost of low-income groups's housing expenses have been weighting since 2000. To solve this problem, governments encourage supplying rental apartments for them. House rental supplement is most common things to solve housing problem in an advanced country but there is neither earning rate nor assessment standards in our country. Therefore, studies on house rental supplement are required to develop this systems. Hence in this study, we try to suggest both proper house rental charge to encourage nongovernmental construction and house rental supplement, considerng ability to pay.

Rebar Spacing Fixing Technology using Laser Scanning and HoloLens

  • Lee, Yeongjoo;Kim, Jeongseop;Lee, Jin Gang;Kim, Minkoo
    • Korean Journal of Construction Engineering and Management
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    • v.25 no.2
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    • pp.69-80
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    • 2024
  • Currently rebar spacing inspection is carried out by human inspectors who heavily rely on their individual experience, lacking a guarantee of objectivity and accuracy in the inspection process. In addition, if incorrectly placed rebars are identified, the inspector need to correct them. Recently, laser scanning and AR technologies have been widely used because of their merits of measurement accuracy and visualization. This study proposes a technology for rebar spacing inspection and fixing by combining laser scanning and AR technology. First, scan data acquisition of rebar layers is performed and the raw scan data is processed. Second, AR-based visualization and fixing are performed by comparing the design model with the model generated from the scan data. To verify the developed technique, performance comparison test is conducted by comparing with existing drawing-based method in terms of inspection time, error detection rate, cognitive load, and situational awareness ability. It is found from the result of the experiment that the AR-based rebar inspection and fixing technology is faster than the drawing-based method, but there was no significant difference between the two groups in error identification rate, cognitive load, and situational awareness ability. Based on the experimental results, the proposed AR-based rebar spacing inspection and fixing technology is expected to be highly useful throughout the construction industry.

Constructive Evaluation of Definitions in a Dynamic Geometry Context

  • Govender, Rajendran;de Villiers, Michael
    • Research in Mathematical Education
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    • v.7 no.1
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    • pp.41-58
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    • 2003
  • This study firstly examined 18 prospective secondary mathematics teachers' understanding of the nature of definitions and the use of the dynamic geometry software Sketchpad to not only improve their understanding of definitions, but also their ability to define geometric concepts themselves. Results indicated that the evaluation of definitions by accurate construction and measurement enabled students to achieve a better understanding of necessary and sufficient conditions, as well as the ability to more readily find counter-examples, and to recognize uneconomical definitions, and improve them.

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Critical Factors Affecting Construction Price Index: An Integrated Fuzzy Logic and Analytical Hierarchy Process

  • NGUYEN, Phong Thanh;NGUYEN, Quyen Le Hoang Thuy To
    • The Journal of Asian Finance, Economics and Business
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    • v.7 no.8
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    • pp.197-204
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    • 2020
  • Nowadays, many construction engineering and technology enterprises are evolving to find that prosperity is driven and inspired by an open economy with dynamic markets and fierce multifaceted competition. Besides brand and product uniqueness, the ability to quickly provide customers with quotes are matters of concern. Such a requirement for prompt cost estimation of construction investment projects with the use of a construction price index poses a significant challenge to contractors. This is because the nature of the construction industry is shaped by changes in domestic and foreign economic factors, socio-financial issues, and is under the influence of various micro and macro factors. This paper presents a fuzzy decision-making approach for calculating critical factors that affect the construction price index. A qualitative approach was implemented based on in-depth interviews of experts in the construction industry in Vietnam. A synthetic comparison matrix was calculated using Buckley approach. The CoA approach was applied to defuzzified the fuzzy weights of factors that affect the construction price index. The research results show that the top five critical factors affecting the construction price index in Vietnam are (1) consumer price index, (2) gross domestic product, (3) basic interest rate, (4) foreign exchange rate, and (5) total export and import.

A Study on Weights of the Factors to Evaluate Competency of Construction Engineer (건설기술자의 공통역량 측정 인자 및 가중치에 관한 연구)

  • Choi, Hye-Mi;Choi, Sun-Hee;Kim, Young;Park, Chan-Sil
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2007.11a
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    • pp.225-229
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    • 2007
  • Construction projects heavily rely on construction engineers competency, and instant judgment and problem solving ability against unpredictable situation directly affect the success of construction project. Therefore in order to hire construction engineers that are competent to lead construction projects successfully, the construction engineer competency evaluation is essential from the selection process. Hence, this research proposed items to assess the operation competency of construction engineers by deducing influence factors necessary to measure operation competency via interviews with experts and applying the factors. After conducting survey questionnaire utilizing analytic hierarchy process(AHP) for the proposed operation competency measurement items, weighted values were assigned.

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Market Expansion Strategies for Small or Medium-sized Construction Companies by Developing Quantitative Risk Assessment Model

  • Yoo, Jinhyuk;Koh, Seungyoon;Seo, Induck;Cha, Heesung
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.742-743
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    • 2015
  • Korean construction industry has developed with national economy growth for a couple of decades. However, because of slump of real estate, the domestic construction industry was intimidated. In this situation, many construction company has no choice but to go abroad to find construction projects. However, almost small or medium-sized construction companies are very hard to operate their business because they have small funding ability and weak labor power. Therefore, this study aims to propose an assessment tool through analyzing risk factors of overseas construction projects for small or medium-sized companies by examining preceding research and interviewing industry experts. Weights of the risk factors are determined through the surveys of the industry practitioners. All of the data is configured into the assessment tool and this converts the quantitative information which leads to the optimal of strategies choice. This paper provides a quantitative measurement of possible performance and detailed assessment of each itemized risk factors. This assessment tool is qualified for industry experts so that it can safely be applied to the future projects. Ultimately, many small or medium sized construction companies will benefit from the tool proposed in this study to examine the potential of the overseas market expansion.

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Multi-family Residential Construction Management Practice in the U.S.

  • Cho, Namho
    • International conference on construction engineering and project management
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    • 2022.06a
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    • pp.1254-1254
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    • 2022
  • The Multi-family Residential is one of the most famous building types for a rental property in the US. Often times it includes multiple residential buildings and some amenity facilities, including a clubhouse or leasing office, swimming pool, dog park, and garages. Since the building type is built for rental purposes, the construction planning is phased and it makes the project complicated. Detailed planning and execution are important for successful construction management. This paper provides some management practices that are applied to one of the multi-family residential construction projects in Phoenix, AZ. The Front End Planning (FEP) process performed by both owner and contractor is the first key to a successful construction project. Specifically, the early review of phased turnover strategy, grading, fire/Americans with Disabilities Act (ADA) compliance, and Mechanical/ Electricity/Plumbing/Technology (MEPT) will provide absolute benefit to the project. Second, using a scheduling method to control short-term schedules and long-term can provide the ability to manage the issues with agility. Third, material delivery and procurement dominate the both project schedule and cost. With this COVID-19 circumstance, it is hard to expect the material, equipment, and labor forces to be delivered on time with the contracted price. Managing floats are more than important to managing construction productivity. Risk management should work to share the risks fairly. Lastly, turnover is directly linked with the profit of the project for both owner and contractor. The communication between the owner and contractor to re-schedule the proper turnover schedule is important for the phased construction project.

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Design and Construction of Flat Slab using Unbonded Post-tension System (비부착 포스트텐션 플랫 슬래브의 설계와 시공)

  • Chung, Kwang-Ryang;Park, Jung-Woo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05b
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    • pp.91-96
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    • 2011
  • The flat slab is well-known as a structural system to reduce the story height, so it is broadly used for recent building. However, the normal RC flat slab is not appropriate for the long span, and the quantity of reinforcement bar and concrete is raised. Recently, the post-tensioning system has been introduced and used widely as an alternative method. Nevertheless, in Korea, it is not used broadly due to lack of the understanding and field experience. Especially, the post-tensioning system is hesitated to use due to uncertainty of construction ability and economics. This paper will introduce applicability to site and economics of unbonded post-tensioning system through construction examples.

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