• Title/Summary/Keyword: construction disposal

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A Study on the Economic Estimation of the Recycling of Construction Waste (건설폐기물(建設廢棄物) 재활용(再活用) 과정에 대한 경제성(經濟性) 평가(評價) 연구(硏究))

  • Park, Won-Woo;Lee, Sang-Duck;Min, Bo-Ra;Park, Lee-Ran;Gim, Ui-Gyeong;Baek, Mi-Hwa;Kim, Dong-Su
    • Resources Recycling
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    • v.17 no.2
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    • pp.55-62
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    • 2008
  • Amount of waste is always generated in industrialization process and it is gradually increasing. Domestic and industrial waste in 2003 increased by 9.5 percent than that of the last year(2002), whereas the amount of construction waste increased largely by 21 percent. Recently construction waste of total waste accounts for nearly 50 percent, waste concrete and Ascon from the construction waste takes up to 73 percent. Furthermore, amount of natural materials are gradually decreasing, that is, they are not sufficient any more. Owing to these reasons, the importance of recycling construction waste has been emphasized. The use of recycling aggregate makes the disposal of construction waste easier as well as protects environment from gathering raw aggregate. Also, it has the alternative effect economizing the insufficient new natural aggregate. This study employs the cost-benefit model to analyze the economic effect of construction waste recycling of Ascon which takes relatively high part of the total waste. The cost-comparison between raw aggregate and recycling aggregate were analyzed. With the model, the economic effect of Ascon recycling in 2003 and 2004 in capital area of Korea were analysed. Cost comparison between raw aggregate and recycling aggregate were also carried out. The result showed that the economic effect of Ascon recycling increased to 0.0808 for 2004 as compared 0.0694 for 2003. We could not conclude using above data, but this result shows that the economic benefit of Ascon recycling of construction waste has increased.

Field Application of a Precast Concrete-panel Retaining Wall Adhered to In-situ Ground (원지반 부착식 판넬옹벽의 현장 적용성 평가)

  • Min, Kyoung-Nam;Lee, Jae-Won;Lee, Jung-Gwan;Kang, In-Kyu;Ahn, Tae-Bong
    • The Journal of Engineering Geology
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    • v.26 no.1
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    • pp.51-61
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    • 2016
  • New building methods are needed to aid increased inner-city redevelopment and industrial construction. A particular area of improvement is the efficient use of cut slopes, with the minimization of associated problems. A retaining wall of precast panels can resist the horizontal earth pressure by increasing the shear strength of the ground and reinforcing it through contact with the panels. Precast panels allow quick construction and avoid the problem of concrete deterioration. Other problems to be solved include the digging of borrow pits, the disposal of material cut from the slope, and degradation of the landscape caused by the exposed concrete retaining wall.This study suggest the methods of improvement of an existing precast panel wall system by changing the appearance of the panels to that of natural rock and improving the process of adhering the panel to a vertical slope. The panels were tested in the laboratory and in the field. The laboratory test verified their specific strength and behavior, and the field test assessed the panels' ground adherence at a vertical cutting. Reinforcement of the cutting slope was also measured and compared with the results of 3D numerical analysis. The results of laboratory test, identified that the shear bar increase the punching resistance of panel. And as a results of test construction, identified the construct ability and field applicability of the panel wall system adhered to in-situ ground. In addition to that, extended measurement and numerical analysis, identified the long-term stability of panel wall system adhered to in-situ ground.

Analysis of Fundamental Properties of Concrete Using Mix of Coarse Aggregate With Formation Causes (성인이 다른 굵은 골재를 혼합사용한 콘크리트의 기초적 특성 분석)

  • Noh, Sang-Kyun;Kim, Young-Hee;Kim, Jeong-Bin;Han, Cheon-Goo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.3 no.1
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    • pp.15-21
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    • 2015
  • Recently, attempts of replacing some of natural aggregate with mix of low quality aggregate are carried out for stable supply of aggregate. However, low quality aggregate such as recycled aggregate produced during the disposal process of construction wastes and by-product aggregate produced by industrial activities has problem of failing to comply to KS Standards. Therefore, we have compared fundamental properties of concrete by using granite crushed aggregate, recycled aggregate, blast furnace and electric arc furnace slag aggregate for effective utilization of lacking aggregate resources. As the result, slump in case of mixed use of aggregate was increased 0~10% compared to single use. Therefore, it is judged to be economically advantageous as it can expect effects in unit quantity or reduction of SP agent. Compressive strength in case of mixed use of aggregate was increased 0~10% compared to single use as it filled internal crevice of concrete with continuous particle size distribution. Accordingly, if we utilize by satisfying standard particle scope through mix of aggregate with different cause of formation in proper ratio, it was possible to confirm utility of mixed aggregate with demonstration of effects of increases of fluidity and compressive strength of concrete.

Analysis of Effects of Groundwater Abstraction on Streamflow for Sinduncheon Watershed (신둔천 유역에 대한 지하수 이용이 하천유량에 미치는 영향 분석)

  • Kim, Nam Won;Lee, Jeongwoo;Chung, Il Moon;Sung, Gee Youne
    • Journal of Korea Water Resources Association
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    • v.45 no.12
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    • pp.1259-1273
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    • 2012
  • In this study, a watershed-based surface water and groundwater integrated model, SWAT-MODFLOW was used to quantify the stream flow depletion due to groundwater pumping for the Sinduncheon watershed. Complex water use conditions such as water taken from a stream, sewage disposal release, irrigation from agricultural reservoir, groundwater pumping were considered for simulations. In particular, the model was revised to reflect the effects of reservoir operation and return flow from the used groundwater on streamflow variation. The simulated results showed that the groundwater pumping at current status has induced the decrease of more than 10% in annual average streamflow and 40% in drought flow at the outlet of the Sinduncheon watershed, The simulated results also revealed that the vast water withdrawals at green house areas during winter season have dramatically changed streamflow from April to June. The streamflow depletion was mainly attributed to pumping wells located within the distance of 300 m from the stream for Sinduncheon watershed.

A Study on the Detoxification of Chrysotile and the use of High-density Extruded Cement Panel Reinforcement Fibers (백석면의 무해 섬유화 처리 방법과 고밀도 압출성형 패널 활용 연구)

  • Jang, Kyong-Pil;Kim, Tae-Hyoung;Song, Tae-Hyeob
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.2
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    • pp.223-228
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    • 2021
  • The final disposal method for asbestos building materials is to be landfilled at a designated waste landfill in accordance with the Waste Management Act. However, it is difficult to secure a domestic designated waste landfill site to landfill the entire amount of asbestos waste, which is expected to emit more than 400,000 ton/year by 2044. In this study, a detoxification treatment was performed on a ceiling tex with a density of 1.0 to 1.2g/cm3 containing 3 to 7% of chrysotile, and it was used as a reinforcing fiber for extruded panels. It was confirmed that asbestos components were detoxified through the reaction process using 30% oxalic acid and carbon dioxide, and it was recognized that these detoxifying properties were maintained even after extrusion molding. However, it was found that milling to a fiber size of less than 1mm for complete detoxification of asbestos resulted in a decrease in reinforcing performance. Therefore, in the case of using detoxified asbestos fibers in the extrusion molding process, it is considered desirable to add fibers with a length of 5mm or more to improve the reinforcing performance.

A Comparison Analysis of Life Cycle Cost (LCC) of Pumps - In the Focus on Comparison of Excellent and General Products in Water Industry - (Pump의 생애주기 비용(LCC) 비교 분석 - 물산업 우수제품과 일반제품의 비교를 중심으로 -)

  • Park, Woopyung;Choi, Yong;Jeon, Si Young;Kim, Jinho;Kang, Seongmi
    • Korean Journal of Construction Engineering and Management
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    • v.23 no.3
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    • pp.66-73
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    • 2022
  • In order to induce users to purchase excellent products in the water industry that satisfy the technical standards of excellent products, in this study, it is to present the advantages of the cost aspect of the pumps as the objective basis. It will be to promote technology development of domestic water companies and to create a virtuous cycle structure in the water industry. In order to present an objective basis for the merits in terms of cost, an economic evaluation was conducted through life cycle cost analysis. For the LCC analysis, initial cost (pump cost and installation cost), operation cost (energy cost and maintenance cost) and demolition cost (disposal cost and residual value) are searched and calculated. As the results of comparison on two capacity of pumps, the energy cost of the excellent pump is 212 million KRW lower than the that of general pump in the large pump. The cost of excellent pump was 17 million KRW lower than that of general pump in small capacity pump. As the results of sensibility test, if the product is developed in the direction of improving pump efficiency and increasing the replacement cycle of consumables, it is predicted that the effect on LCC will be large.

Oversea & Domestic Case Studies on Excavation Damaged Zone for Deep Geological Repository for Spent Nuclear Fuel (사용후핵연료 심층 처분장을 위한 국내외 굴착손상영역 사례연구)

  • Jeonghwan Yoon;Ki-Bok Min;Sangki Kwon;Myung Kyu Song;Sean Seungwon Lee;Tae Young Ko;Hoyoung Jeong;Youngjin Shin;Jaehoon Jung;Juhyi Yim
    • Tunnel and Underground Space
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    • v.34 no.1
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    • pp.15-27
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    • 2024
  • In this case study, detailed survey of the Excavation Damaged Zone (EDZ) evaluation for the deep geological repository for high level nuclear waste was conducted. Oversea and Domestic case studies were compiled and investigated. EDZ is considered a crucial factor in the performance assessment of spent fuel disposal, leading to numerous studies worldwide aiming to understand the characteristics of the EDZ and quantitatively assessment of its extent through field and laboratory tests at Underground Research Laboratory (URL) sites. To enhance the understanding of EDZ, this study begins with defining and exploring the history of EDZ, compiling factors influencing EDZ, and summarizing the impacts caused by EDZ. Subsequently, an analysis of EDZ and rock properties is performed, followed by presenting generalized outcomes, limitations drawn from previous research, and proposing future research directions.

Coupled Nonlinear Finite Element-Boundary Element Analysis of Nuclear Waste Storage Structures Considering Infinite Boundaries (비선형 유한요소-경계요소 조합에 의한 핵폐기구조체의 무한영역해석)

  • 김문겸;허택녕
    • Computational Structural Engineering
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    • v.6 no.4
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    • pp.89-98
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    • 1993
  • As the construction of nuclear power plants are increased, nuclear wastes disposal has been faced as a serious problem. If nuclear wastes are to be buried in the underground stratum, thermo-mechanical behavior of stratum must be analyzed, because high temperature distribution has a significant effect on tunnel and surrounding stratum. In this study, in order to analyze the structural behavior of the underground which is subject to concentrated heat sources, a coupling method of nonlinear finite elements and linear boundary elements is proposed. The nonlinear finite elements (NFE) are applied in the vicinity of nuclear depository where thermo-mechanical stress is concentrated. The boundary elements are also used in infinite domain where linear behavior is expected. Using the similar method as for the problem in mechanical field, the coupled nonlinear finite element-boundary element (NFEBE) is developed. It is found that NFEBE method is more efficient than NFE which considers nonlinearity in the whole domain for the nuclear wastes depository that is expected to exhibit local nonlinearity behavior. The effect of coefficients of the rock mass such as Poisson's ratio, elastic modulus, thermal diffusivity and thermal expansion coefficient is investigated through the developed method. As a result, it is revealed that the displacements around tunnel are largely dependent on the thermal expansion coefficients.

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A Study on The Training Curriculum for The Emergency Medical Technician (응급구조사(應急救助士) 교육과정(敎育課程)에 관(關)한 연구(硏究))

  • Sohn, Shin-Young
    • The Journal of Korean Academic Society of Nursing Education
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    • v.2
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    • pp.32-55
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    • 1996
  • It was enacted 'Emergency Medical Act' in January, 1994 beginning the emergency medical service system from 1982, and while it was established the emergency medical department in junior college providing the detailed agenda about emergency medical technician and the regulation relative to the application of a law on the emergency medical act in 1995, the fire school and the National Medical Center are enforced the curriculum. It is very important subject faced for the construction of emergency medical system to produce a number of emergency medical technicians to be sufficient to the role of emergency aid. In this study it is analysed the training curriculum for the emergency medical technician and presented the improvement plans. 1. Though it needs the qualification level of first and second class in the selection process, the more important thing needs the detailed qualification level by term of one's service and the skills of business accomplishment. 2. In the examination management, (1) written examination is composed of the questions to understand how much faithfully they carry out the practical business as the emergency medical technicians, (2) it is added practical examination as the item to appraise the situation disposal ability. 3. It is necessary to prescribe the activity in the medical institution and ambulance arrangement through the development of 'Business Treatment Guide'. 4. For the regional balanced disposition of emergency medical personnel it is selected balanceably the educational institution by eight medical service areas, and considering the characteristics of region it is necessary to manage, in the practical business training course, another special course such as the mountains medical aid and sea medical aid. 5. In the period of education the first class needs the practical business training period of a certain period after passing examination, and the second class needs the extension of the period. 6. As the problems to improve in the curriculum [1] in the first class course (1) intensification of practical educaiton (2) reinforcement of curriculum (3) the development of standardized curriculum etc., [2] in the second class course (1) varieties of curriculum (2) intensification of basic first aid treatment education.

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Hydrogeological Performance Assessment for Underground Oil Storage Caverns (지하유류비축시설 수리안정성 평가방안)

  • 김천수;배대석;김경수;고용권;송승호
    • The Journal of Engineering Geology
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    • v.7 no.3
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    • pp.229-245
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    • 1997
  • There are Common aspects between the underground oil storage cavern and the radioactive waste disposal facility. Both facilities use appropriately the intrinsic natural berrier characteristics of the rock mass and additionally the engineered barrier system for the long term safety. The geological structures and their hydrogeological characteristics in a faactured rock mass act a major role in the safety and performance of the underground oil storage facility through the design, construction and the operation stages. Because the fracture system distributed in a fractured rock block is complicated owing to their own geometrical and hydrogeological attributes, the hydrogeological perforrmrnce of the facility would depend mainly upon the understandings of their characteristics. This study reviews the uncertainties and key issues which have to be considered to analyse the groundwater flow system in a fractured rock mass and proposes the techniques applicable to characterize the hydrogeological parameter.

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