• Title/Summary/Keyword: 현장적용 형성평가

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Assessment of Long-Term Performance of Geotextiles by Field Test (현장시험에 의한 지오텍스타일의 장기성능 평가)

  • 전한용;안양님;유중조;류원석
    • Proceedings of the Korean Fiber Society Conference
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    • 한국섬유공학회 2003년도 봄 학술발표회 논문집
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    • pp.366-367
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    • 2003
  • 토목합성재료의 내후성은 사용되는 원료 물질, 기후조건, 하중조건, 노출 기간 등에 따라 상이한 결과를 나타내며, 이러한 영향인자에 대한 많은 연구가 국내외적으로 이루어졌으나 이는 각 적용지역의 환경조건을 고려하여 실시된 경우로 지역적인 조건과 기후 차이로 국내 여건에 적합한 데이터라 할 수 없다. 본 연구에서는 임시구조물로 적용된 분리형 보강토 옹벽의 전면체를 형성하는 부직포 지오텍 스타일에 대해 현장 적용 노출시험을 실시하였으며 약 1년 간의 지속적인 계측을 통해 실제 국내 현장에서 나타나는 부직포 지오텍스타일의 내후성 거동에 대해서 평가하였다. (중략)

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Development of an In Situ Direct Shear Test Apparatus and Its Field Application (현장직접전단시험기의 개발 및 현장적용에 관한 연구)

  • Kim, Yong-Phil;Lee, Young-Kyun;Lee, Sung-Kook;Um, Jeong-Gi
    • Tunnel and Underground Space
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    • 제21권3호
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    • pp.181-191
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    • 2011
  • It is very difficult to prepare a lab. test specimen from weak rock masses affected by faults, highly fractured zone or weathered zone. In conventional method of in situ direct shear test a rock block is sheared inside galleries, where reactions for the hydraulic jacks are available. A new in situ direct shear test apparatus has been developed in this study to perform the test inside galleries as well as open pit conditions. The apparatus is composed of normal and shear reaction plates including load transfer plates, hydraulic cylinder systems, load cells, multistage shear boxes with fixing devices, and needle rollers. Maximum size of the test block is $400{\times}400{\times}460$ mm, and procedures of the test block preparation has been suggested. To explore the field applicability of in situ direct shear test apparatus, proper test block site was investigated by extensive geological field survey. In situ direct shear test has been successful in producing most of information related to strength and deformability of the weak rock.

Studies on Rapo forming in good sales field for Customer Service Improvement -Focused on Enneragram- (고객서비스제고를 위한 상품판매현장에서의 라포형성에 관한 연구 - 에니어그램을 중심으로 -)

  • Cho, Byoung-Mu;Yang, Hae-Sool
    • Journal of the Korea Academia-Industrial cooperation Society
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    • 제8권6호
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    • pp.1613-1624
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    • 2007
  • First impression is flexible that in a relationship it can be decided within four to ten seconds Therefore, to change the fixed image that has been formed at first impression requires lots of time and effect. Forming Rapo is one of a very important element in customer managing that form curiosity and credibility at first sight. This thesis is researched on Forming Rapo, which is important due to demand of change in business environment, to apply in the real market and increase the sale. The study applied on Enneagram that is proven to be the most effective tool for teach required passion and leadership within human personality system, and it explains nine different type of human personality. The used methodology was to set the hypothesis from selecting features that can be judged to apply on the sales field in the nine different type of personality. In addition, to support and prove the appliance of the hypothesis, one conduct the survey to 375 people, who found their personality type at KESI (Korea Enneagram Spiritual Institution).

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Experimental Study on Engineering Performance Evaluation and Field Performance of Environmentally Friendly Functional Concrete (친환경 기능성 콘크리트의 공학적 성능평가 및 현장적용성능에 관한 실험적 연구)

  • Lee, Byung-Jae;Park, Seong-Bum;Kim, Yun-Yong;Jang, Young-Il
    • Journal of the Korea Concrete Institute
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    • 제24권2호
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    • pp.165-172
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    • 2012
  • In this study, the physical, mechanical, structural, and environmental performances based on field measured data were evaluated to check the suitability of concrete for ecological preservation and cultivation of a hydrophilic environment. More specifically, the study is focused on developing an environmentally friendly functional concrete with river ecology restoration and natural river early formation capabilities. The mechanical performance evaluation results showed that the increase in mix rate of the PVA (Poly Vinyl Alcohol) reinforcement fibers and silica fume caused an increase in the strength. The optimal mix rate was found to be 0.05 volume % PVA fiber and approximately 10% silica fume. The frost resistance evaluation showed that superior performance was gained when 0.05 volume % PVA fiber and 15% silica fume was mixed simultaneously. In the structural performance evaluation, the bending strength was improved by 47.7% compared to plain concrete when mixed with 0.05 volume % PVA fiber. The flexural toughness also saw significant improvement. The environmental monitoring of field performance showed that grasses germinated most rapidly, but the growth of red poppies, a plant that germinates in the spring, was most active with passing of time. Coverage measurements in all of the monitoring locations found favorable coverage of over 95% after 12 weeks. The study results showed that the environmentally friendly functional concrete had outstanding environmental performance.

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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    • 제26권1호
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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.

Field Monitoring of Panel-type Reinforced Earth Walls Using Geosynthetic Strip Reinforcement with Folding Grooves (접힘홈이 형성된 띠형 섬유보강재를 사용한 패널식 보강토옹벽의 현장계측 연구)

  • Lee, Kwang-Wu;Cho, Sam-Deok
    • Journal of the Korean Geosynthetics Society
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    • 제17권4호
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    • pp.179-188
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    • 2018
  • A new style of panel-type reinforced earth wall is a more integrated structure by connecting the geosynthetic strip reinforcement with a folding groove directly to the front panel through C-shaped insertion hole embedded in the panel. In this study, field measurements were conducted on two reinforced earth walls constructed at different sites to assess the field applicability and structural stability of the new style of panel-type reinforced earth wall. The horizontal displacement of the front panel, tensile deformation of the geosynthetic strip reinforcement, and horizontal earth pressure acting on the panel were measured and analyzed through the field measurements. According to the field measurements, after completion of the reinforced earth wall construction, the maximum horizontal earth pressure applied to the front panel was less than two-thirds of the Rankine earth pressure, and the maximum horizontal displacement of the front panel was less than 0.5% of the wall height, and the maximum tensile strain generated on the reinforcement was less than 1.0%. Therefore, it was found that two reinforced earth walls constructed at different sites remained stable.

Field application on bioelectrokinetic remediation of shooting range soil (생물학적으로 향상된 동전기 처리를 이용한 사격장 오염토양 정화 현장실증 연구)

  • Kwon, Young-Ho;Kim, Byeong-Kyu;Kim, Jeong-Rae;Kim, Jeong-Yeon;Oh, Hee-Jin
    • Proceedings of the Korean Geotechical Society Conference
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.1225-1230
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    • 2010
  • 본 연구는 군부대 사격장의 중금속 오염토양에 대하여 생물학적 용출기술(BT)과 전기동력학적 기술(ET)의 통합공정의 적용성 평가 연구에 대한 것이다. 사격장 오염 토양의 경우 사격에 의해 탄두가 피탄지에 박히면서 오염토양 내에 잔존하여 탄두를 구성하는 주성분인 납과 구리 등에 의해 지속적인 오염원으로 작용하는 특징을 가진다. 따라서 사격장 토양오염정화를 위해서는 이 탄두를 물리적으로 선별하는 물리적 선별공정을 전처리공정으로 수행한 후 인공적으로 조성된 셀에 통합공정 적용성 평가를 위한 현장실증시험을 수행하였다. 생물학적 용출을 통해 토양내 잔류하는 중금속을 이온화시켜 이동성을 크게 한후 전기동력학적 기술을 통해 토양내에서 전해질로 이동시켜 최종적으로 전해질을 처리하는 시스템으로써 공정 모니터링결과 납과 구리 모두 주목할 만한 제거효율을 얻을수 있었다. 오염물질별 공정 적용성 평가결과 납의 경우 황산화박테리아에 의해 이온화가 되지만 황산화박테리아의 생장 부산물인 황산염이온(${SO_4}^{2-}$)과 반응하여 안정성이 큰 Anglesite($PbSO_4 $)를 형성하므로 전체적인 제거효율이 저하되는 것을 확인하였고 기타 미생물을 이용한 생물학적 용출기술 연구의 필요성을 확인하였다. 구리의 경우 황산염박테리아를 이용한 생물학적 용출공정 및 전기동력학적 처리공정의 통합공정을 통해 주목할 만한 제거효율을 얻을수 있었으며 통합공정의 효율성을 확인할 수 있었다. 본 연구를 통하여 미생물학적 용출기술과 전기동력학적 기술의 통합공정은 현장특이성(Site-specific) 확인후 적용가능성이 있음을 확인하였다.

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A Field Evaluation of Calcium Carbonate Scale Prevention using Molecular Vibration in Subway Tunnels (분자진동을 이용한 스케일 방지 기술의 지하철 터널 내 현장적용성 평가)

  • Park, Eunhyung;Chu, Ickchan;Lee, Jonghwi;Kim, Hyungi;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • 제13권12호
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    • pp.27-33
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    • 2012
  • The purpose of this study is to evaluate the field applicability of Quantum Stick in scale deposit prevention for subway tunnels in Seoul. This technology was installed into drainpipes and its performance was monitored through occasional site visits. SEM and EDS were also performed on scale collected from these drain pipes. Results showed a decrease in scale deposits due to Quantum Stick treatment. In the field test, the device was found to be effective in preventing scale formation in new pipes as well as reducing existing scale in previously installed pipes. However, further investigations are necessary to account for various environmental conditions. In conclusion, the results indicate that molecular Vibration technology is effective in suppressing scale formation.

Development and Application of Slime Meter for Evaluation of Slime Thickness in Borehole (굴착공 내 슬라임 두께 평가를 위한 슬라임미터의 개발 및 적용)

  • Hong, Won-Taek;Woo, Gyuseong;Lee, Jong-Sub;Song, Myung Jun;Lim, Daesung;Park, Min-Chul
    • Journal of the Korean Geotechnical Society
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    • 제34권10호
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    • pp.29-38
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    • 2018
  • The slime formed at the bottom of the borehole causes the excessive displacement and loss of the bearing capacity of the drilled shaft. In this study, the slime meter is developed for the evaluation of the slime based on the electrical properties of the fluid and the slime in the borehole. The slime meter is composed of a probe instrumented with electrodes and temperature sensor and a frame with rotary encoder, so that the slime meter profiles the electrical resistivity compensated with temperature effect along the depth. For the application of the slime meter, three field tests are conducted at a borehole with a diameter of 3 m and a depth of 46.9 m with different testing time and locations. For all the tests, the experimental results show that while electrical resistivities are constantly measured in the fluid, the electrical resistivities sharply increase at the surface of the slime. Therefore, the slime thicknesses are estimated by the differences in the depths of the slime surface and the ground excavation. The experimental results obtained at the same testing point with different testing time show that the estimated thickness of the slime increases by the elapsed time. Also, the estimated slime at the side of the borehole is thicker than that at the center of the borehole. As the slime meter estimates the slime in the borehole by measuring the electrical resistivity with simple equipment, the slime meter may be effectively used for the evaluation of the slime formed at the bottom of the borehole.

The development of social studies teaching-learning system for ICT using and self-directed learning ability Improvement (ICT 활용과 자기 주도적 학습력 신장을 위한 사회과 교수-학습 시스템 개발)

  • Choi, Yong-Hun;Hwang, Sun-Young;Goh, Byung-Oh
    • Journal of The Korean Association of Information Education
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    • 제7권2호
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    • pp.207-217
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    • 2003
  • Individual studying that compose knowledge and improve efficiency of studying through collection of information by various class strategy which takes advantage of web, and Cooperative learning that can elevate sense of responsibility and solve the problem through communication with another person have been developed actively. But, individuation tutoring materials that is developed present doesn't fit of causing learner's interest, and stimulating curiosity about problem because mostly studying is gone in presentation form. Also, cooperative learning materials are lacking connection with actual course of education, application is difficult in real class spot. So, this research has applied self-directed learning, centered with interested operation activity, aimed at improvement in various thought. Also, we have developed social studies tuition-learning system, purpose to the management is possible with on-line project studying which could improve mind-decision ability and ICT application ability. This system is developed for flexible management could be possible in various class circumstance, and level learning could be done through accomplishment-test and the result could be applied by feedback process.

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