• Title/Summary/Keyword: Construction-Field-Data

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Field Application Assessment of Alkali-Activated Slag-Red Mud Soil Mixed Pavement (알칼리활성화 슬래그-레드머드 흙포장재의 현장 적용평가)

  • Kang, Hye Ju;Hwang, Byuong Il;Kim, Jae Hwan;Kang, Suk Pyo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.05a
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    • pp.107-108
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    • 2017
  • In this search, by evaluating the field applicability of soil mixed pavement of Red mud is mixed into the soil mixed pavement field applicability, and tries to present the basic data about the site application of recycling of red mud and low carbon construction material to. As a result, the conventional soil concrete organization standards (SPS-KSCICO-001: 2003) meets the criteria for parking lot, making use of red mud, natural color as well as the natural loess is expressed.

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QUANTUM CODES WITH IMPROVED MINIMUM DISTANCE

  • Kolotoglu, Emre;Sari, Mustafa
    • Bulletin of the Korean Mathematical Society
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    • v.56 no.3
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    • pp.609-619
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    • 2019
  • The methods for constructing quantum codes is not always sufficient by itself. Also, the constructed quantum codes as in the classical coding theory have to enjoy a quality of its parameters that play a very important role in recovering data efficiently. In a very recent study quantum construction and examples of quantum codes over a finite field of order q are presented by La Garcia in [14]. Being inspired by La Garcia's the paper, here we extend the results over a finite field with $q^2$ elements by studying necessary and sufficient conditions for constructions quantum codes over this field. We determine a criteria for the existence of $q^2$-cyclotomic cosets containing at least three elements and present a construction method for quantum maximum-distance separable (MDS) codes. Moreover, we derive a way to construct quantum codes and show that this construction method leads to quantum codes with better parameters than the ones in [14].

Development of Integrated Management System Based on GIS on Soft Ground (GIS 기법을 이용한 연약 지반 시공 관리 시스템의 개발)

  • Chun, Sung-Ho;Woo, Sang-Inn;Chung, Choong-Ki;Choi, In-Gul
    • Journal of the Korean Geotechnical Society
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    • v.23 no.7
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    • pp.37-46
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    • 2007
  • In the practice of preloading method for soft ground improvement, field engineers need information of ground properties, construction works and field monitoring on ground behaviors of the site. So, integrating all these informations into one database can provide more efficient way for managing and utilizing the data for construction management. In this study, integrated system for construction management of ground improvement sites under preloading is developed. The developed system consists of database (DB) and application program. The database contains all collected data in a construction site and processed data in the system with their geographic information. All informations in the database are standardized from the result of data characterization. Application program performs various functions on managing and utilizing information in the database; pre- and post- data processing with graphic visualization of output, spatial data interpolation, and prediction of ground behavior using field measuring data. And by providing integrating informations and predictions over entire project area with comprehensible visual displays, the applicability and effectiveness of the developed system for construction management were confirmed.

Overseas Case Study of 3D Printing Technology for Construction and Commercialization Plan in Korea (건설용 3D 프린팅 기술의 해외 사례 조사 및 국내 상용화 방안)

  • Seung, In-Bae;Baek, Hyo-Seon;Park, Jeong-hwan
    • Journal of the Korean Society of Industry Convergence
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    • v.21 no.6
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    • pp.273-284
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    • 2018
  • 3D printing technology in the construction field is currently being developed and commercialized actively in foreign countries, but the development of material and equipment is underway as an initial research stage in Korea. It is necessary to implement commercialization through the introduction of 3D printing technology in the construction field as soon as possible in Korea, but there is no guideline for suitable equipment and materials in Korea at present. Therefore, in order to help prepare for commercialization, it is necessary to provide data such as equipment size and materials suitable for commercialization at the initial stage. This study investigates the types, specifications, and applications of equipment that are being used overseas to provide the equipment type and material cost required in the initial stage of commercialization in Korea. Using the surveyed data, it was possible to calculate the advantages and disadvantages of the equipment type and specification, and the cost of materials used. As a result of the analysis, Gantry type is suitable for the domestic commercialization, and the standard of the output area is $100m^2$ and the extrusion amount of $250m^3/sec$ is proposed, and the material cost of the commercial product is 20thousand won. The suggestions in this study will help to plan the construction of products and equipments to commercialize 3D printing technology in construction field in the future.

3D Spatial Information Acquisition for Construction Operation and Maintenance on a Construction Site (효율적인 건설공사와 유지관리를 위한 건설현장에서의 3차원 공간 정보 획득)

  • Kim, Chang-Wan
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.188-193
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    • 2004
  • 3D spatial-modeling can be used in various safety-enhancement applications and for as-built data acquisition in project-control systems. The objective of the research reported herein was to provide spatial-modeling methods that represent construction sites in an efficient manner and to validate the proposed methods by testing them in an actual construction environment. Algorithms to construct construction-site scenes and to carry out coordinate transformations in order to merge data from different acquisition locations are presented. Field experiments were conducted to establish performance parameters and validation for the proposed methods and models. Initial experimental work has demonstrated the feasibility of this approach.

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A Study on Institutional Improvement to Activate Field Application of Smart Construction Safety Technology (스마트 건설안전 기술의 현장 적용 활성화를 위한 제도 개선 연구)

  • Jeong, Deokhwa;Kim, Sehoon;Im, Seokbeen
    • Journal of the Korea Institute of Construction Safety
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    • v.4 no.1
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    • pp.16-21
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    • 2021
  • Recently, as part of an effort to reduce the high accident rate in the construction industry, the smart construction safety technology is being introduced, and some institutional improvements are being made simultaneously. This study has been carried out to identify the effectiveness of such an improved institution and to draw additional opinions for improvement to spread the field application of smart safety technology. A survey was conducted for participants in the construction industry, and awareness of the improved institution and additional requirements for spreading smart safety technology in the construction site were investigated. As a result of the investigation, high interest in the field application of smart construction safety technology has been confirmed, and some issues such as safety management costs and duplication of on-site safety paperwork have been raised. The opinions derived through this study will be used as baseline data for future institutional improvements for the introduction and diffusion of smart construction safety technology in the construction site.

Investigation of Domestic Application for Soil Impact Hammer(SIH) (동적 지반물성측정장치(SIH, Soil Impact Hammer)의 국내 적용성 평가)

  • 박재영;석정우;황대진;양구승
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.10a
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    • pp.411-418
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    • 2002
  • In domestic road construction sites, the compaction control based on strength are widely performed through the direct method with high accuracy, such as Plate Loading Test or Field CBR test. It is impossible to manage all construction sites using the direct method because the direct method requires heavy reaction loads and long measurement time. Therefore, it is necessary to apply the indirect method that could control the relative density of construction sites on the whole. Indirect methods, such as Cone Penetration Test and Fall Cone Test, require extra time for data analyzing and fixed area for test device. In this paper, the field applicability of Soil Impact Hammer (SIH) was investigated comparing with the results of field measurement tests and laboratory compaction tests. SIH developed by Japan Construction Administration and Asanuma Ltd., is a kind of indirect methods for compaction checking. According to the results of SIH performed in domestic road construction site, the subgrade reaction modulus obtained from SIH are similar to that from Plate loading tests in the range of 10 to 40. In comparison with laboratory compaction test, similar compaction line are shown in the dry side of optimum moisture contents.

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Top-Down Method of Deep Basement Construction in Urban Area : a Comparison of Numerical Analysis and Field observation Data (도심지 지하굴착에 적용된 Top-Down 공법의 수치해석과 실측비교)

  • 김학문
    • Proceedings of the Korean Geotechical Society Conference
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    • 1991.10a
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    • pp.312-331
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    • 1991
  • Top-down Method of basement construction technique has been applied for building of the deep basement car park the close proximity of priceless historic buildings in LONDON. Numerical analysis for the prediction of ground movement of the surrounding buildings was performed in order to compare the field data at the various stages of excavation and support. The predicted results from the elasto-plastic analytical method were compared with the observed data and the agreement is very satisfactory. It may be concluded that the system of diaphragm wall supported by the permanent base slabs (Top-Down Method) was proved to be the most effective technique in terms of reducing any critical damage to the surrounding buildings.

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A Study on the Creation of Slope Instability Map Using Geographic Information Systems. (GIS를 이용한 사면위험도 작성기법 연구)

  • 유명환
    • Economic and Environmental Geology
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    • v.33 no.2
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    • pp.129-138
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    • 2000
  • The various types of geohazards like landslides resulted from civil construction (i.e. highway construction) must of analysed considering all the possible influential factor systematically. Thus, by using GIS, slope stability can be evaluated, and it can be used as a data for further detailed investigation. So the aim of this study is to present a data for decision making in selecting suitable point for remediation. For analysing slope instability, through appropriate definition and classification, landslide mechanism must be understood. In building GIS model, the selection of appropriate factors and their rating system should be made. For this, the characteristics and the mechanism of landslide have to be understood. And suitable coverage should be chosen for the model considering the slope conditions. In this study, field investigation in lst and 2nd Section, Chung-ang highway was carried out. From the field data, GIS model on slope instability was created. 5 coverages were used for it. From the result of this study, 12 unstable sections were found out and more detailed investigation is needed there.

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A Study on the Data Modeling for a Noise Management of Construction Field using Spatial Data (공간자료를 이용한 가설현장 소음관리를 위한 자료 모델링에 관한 연구)

  • Song, Jeo;Seo, Jeong Min;Lee, Hyeongah;Lee, Sang Moon
    • Proceedings of the Korean Society of Computer Information Conference
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    • 2013.07a
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    • pp.373-374
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    • 2013
  • 대용량 공간DB에 저장된 자료에 대한 접근과 관리에 대한 복잡성을 해결하기 위하여 공간자료와 비공간 자료에 대한 사항들을 구축하고 활용할 필요가 있다. 이에 공간 개체의 공간적 요소와 비공간적 요소를 함께 관리하는 가설현장의 소음관리를 위한 시스템에서도 공간 개체에 대한 데이터의 모델링이 필요하다. 따라서 본 논문에서는 가설현장에서 소음에 따른 피해를 줄이기 위한 방벽 등의 설치를 위해 필요한 소음 시뮬레이션 시스템을 위한 모델링에 관해 연구한 결과를 제시한다.

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