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Calculation of Consolidation Period for Dredged Clay by Strain Theory (변형률 이론에 의한 준설점토의 압밀기간 산정)

  • Cheong Gyu Hyang;Won Yong Beom;Lee Myung Ho;Koo Bon Soo
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.17 no.1
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    • pp.16-20
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    • 2005
  • Consolidation of dredged fill has become important task for site treatment. The variation of stratum thickness during consolidation processing needs to be taken into consideration since hydraulic fill would go through a much larger scale strain than land soil when it is subject to a load. In this study, the consolidation period considering the variation of stratum thickness was analyzed and compared the results with those of existing consolidation studies which did not consider the variation of stratum thickness. According to the results of the study, the consolidation period of the ground with a larger strain was calculated more close to observed value in case of Mikasa theory which takes the variation of stratum thickness into consideration.

A Study on site selection criteria and discharge capability evaluation for the multi-purpose use of a double-deck tunnel in a great depth (대심도 복층터널의 다목적 활용을 위한 입지선정 및 통수성능 평가)

  • Moon, Hoon-Ki;Kil, Ki- Oh;Song, In-Cheol;Lee, Hye-Yoon
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.18 no.3
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    • pp.283-290
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    • 2016
  • Recent, the construction of the multi-purpose double-deck tunnel is required to solve the flood protection and congested area at urban city. The multi-purpose double-deck tunnel is desperately needed for the introduction of efficient utilization of underground space in addition to the main feature of road capabilities. A basic review was performed for site selection to consider the control capability and features of road tunnel at the same time, and the processable flow in accordance with tunnels cross section of double deck tunnel. Site Selection Criteria for multi-purpose use of the double-deck tunnel has been proposed through the site selection criteria by use of the tunnels review. Also the estimation processable flow was performed to review the versatility of double-deck tunnel due to design of tunnel cross-section. Site Selection of double-deck tunnel from this study can be seen the need for a complex consideration through a variety of analyzes.

Evaluation of CO2 desorption efficiency of scrubber absorption system in Liquor Plant (주류공정 내 흡수시스템 CO2 탈리 효율 평가)

  • Park, Il-Gun;Park, Hyung-June;Lee, June-Hyung;Kim, Heung-Rae;Lee, Ju-Yeol
    • Journal of the Korean Applied Science and Technology
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    • v.37 no.2
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    • pp.173-182
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    • 2020
  • In this study, amino acid salt absorbents were applied to remove and capture high concentrations of CO2 in liquor factories and regeneration performance was confirmed. In order to evaluate the effective treatment of the desorption process, two methods(Hot plate and Steam) were compared at the laboratory scale. As a result, hot plate and Steam. Hot plate methods regeneration efficiency was about 10% and Steam methods was about 60%. The Steam-Tower condition was evaluated by installing a 100㎥/min flow rate scrubber absorption system in the liquor factory. As a result, it was established that the absorbent flow rate was below 4L/min and the steam temperature was above 160℃. Finally regeneration performance was confirmed as 85.5%.

Application of Horizontal Subgrade Reaction Modulus to Bridge Abutment Design after Soil Improvement (연약지반 개량후 교대구간 수평지반반력계수 적용 사례)

  • Kim, Kyung-Tae;Park, See-Boum;Kim, Chang-Hyun;Lee, Jong-Bum;Yoon, Yea-Won
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.03a
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    • pp.1228-1236
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    • 2006
  • In soft ground, There are many case that Bridge Abutment is constructed after soil improvement in order to reduce the Negative Friction and prevent from Lateral Soil movements of Bridge Abutment. That section of Horizontal Subgrade Reaction $Modulus(K_h)$ derivation has much important mean due to Horizontal Stability of Abutment. It is come from behavior of Pile and Soil within depth of $1/\beta$. After Soil Improvement, however, If Bridge Abutment was construction, It's not impossible to carry out Field Investigation After Ground of Improved at design stage. Therefore, It's not able to derivate Horizontal Subgrade Reaction $Modulus(K_h)$. Therefore, in this case of study compare with Field Construction Test Data in order to derivation of Horizontal Subgrade Reaction $Modulus(K_h)$ and Reliability in terms of ground of Bridge Abutment by Sand Compaction Pile(SCP) during design of The 2nd Bridge Connection Road of Incheon International Airport. In this paper determine, Soil Property(The rate of strength increase, $c_u$ so on) and Horizontal Subgrade Reaction $Modulus(K_h)$ after soil improvement at design stage.

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Application Plan of Sludge Reduction and Improvement of Ananerobic Digestion Rate Using VFAs from Food Waste (증산제를 통한 혐기소화율 개선 및 슬러지 감량 활용방안)

  • Lee, Kawng Hun;Kim, Gil Su;Sun, Beong Keon;Choi, Chan Sup;Cho, Gin Woo;Shin, Jae Hoon;Jeong, Tae Young
    • Journal of the Korea Organic Resources Recycling Association
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    • v.26 no.3
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    • pp.47-54
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    • 2018
  • This study examined the improvement of anaerobic digestion rate and sludge reduction as a result of the addition of anaerobic digestion with thickened sludge and solution of VFAs obtained from food waste. The methane production rate of the digestion system was 2.21 times higher when anaerobic digestion reactor injected into anaerobes with VFAs from food wastes of 5 percent. Also, The reduction of the amount of concentrated sludge injected will proceed rapidly because of the TCOD concentration in the digestion reactor was more than twice higher. Indirectly it was shown that the increased production system contributed significantly to the methane production efficiency.

When Are Circular Lesions Square? A National Clinical Education Skin Lesion Audit and Study

  • Miranda, Benjamin H.;Herman, Katie A.;Malahias, Marco;Juma, Ali
    • Archives of Plastic Surgery
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    • v.41 no.5
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    • pp.500-504
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    • 2014
  • Background Skin cancer is the most prevalent cancer by organ type and referral accuracy is vital for diagnosis and management. The British Association of Dermatologists (BAD) and literature highlight the importance of accurate skin lesion examination, diagnosis and educationally-relevant studies. Methods We undertook a review of the relevant literature, a national audit of skin lesion description standards and a study of speciality training influences on these descriptions. Questionnaires (n=200), with pictures of a circular and an oval lesion, were distributed to UK dermatology/plastic surgery consultants and speciality trainees (ST), general practitioners (GP), and medical students (MS). The following variables were analysed against a pre-defined 95% inclusion accuracy standard: site, shape, size, skin/colour, and presence of associated scars. Results There were 250 lesion descriptions provided by 125 consultants, STs, GPs, and MSs. Inclusion accuracy was greatest for consultants over STs (80% vs. 68%; P<0.001), GPs (57%) and MSs (46%) (P<0.0001), for STs over GPs (P<0.010) and MSs (P<0.0001) and for GPs over MSs (P<0.010), all falling below audit standard. Size description accuracy sub-analysis according to circular/oval dimensions was as follows: consultants (94%), GPs (80%), STs (73%), MSs (37%), with the most common error implying a quadrilateral shape (66%). Addressing BAD guidelines and published requirements for more empirical performance data to improve teaching methods, we performed a national audit and studied skin lesion descriptions. To improve diagnostic and referral accuracy for patients, healthcare professionals must strive towards accuracy (a circle is not a square). Conclusions We provide supportive evidence that increased speciality training improves this process and propose that greater focus is placed on such training early on during medical training, and maintained throughout clinical practice.

Computerized Modules for Seismic Performance Evaluation of Existing Buildings (기존건축물 내진성능평가를 위한 전산시스템 모듈 개발)

  • Hwang, Sunwoo;Kim, Taejin;Kim, Jong-Ho
    • Journal of the Earthquake Engineering Society of Korea
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    • v.20 no.4
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    • pp.269-276
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    • 2016
  • Seismic performance evaluation of existing building usually needs much time and man power, especially in case of nonlinear analysis. Many data interaction steps for model transfer are needed and engineers should spend much time with simple works like data entry. Those time-consuming steps could be reduced by applying computerized and automated modules. In this study, computational platform for seismic performance evaluation was made with several computerized modules. StrAuto and floor load transfer module offers a path that can transfer most linear model data to nonlinear analysis model so that engineers can avoid a lot of repetitive work for input information for the nonlinear analysis model. And the new nonlinear property generator also helps to get the nonlinear data easily by importing data from structural design program. To evaluate the effect of developed modules on each stages, seismic performance evaluation of example building was carried out and the lead time was used for the quantitative evaluation.

Development of Performance Evaluation Model for Optimal Soil Remediation Technology Selection (토양오염 최적정화기술 선정을 위한 성능평가모델 개발)

  • Kim, Sang-Tae;Koh, Woo-Chan;Lee, Seung-Woo;Kim, Heung-Rae
    • Journal of Soil and Groundwater Environment
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    • v.20 no.7
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    • pp.13-22
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    • 2015
  • In this study, we have developed the performance evaluation model for the optimal soil remediation technology selection. Performance evaluation model is composed in the evaluation of two steps. In the first stage, the candidate technologies are derived according to the conditions of drilling, type and concentration of pollutants, and the saturated/unsaturated of target site. In the second stage, each individual candidate technology is evaluated by performance evaluation model. The performance evaluation model has 5 groups of evaluation items and 12 evaluation items which have their own evaluation index and their own weights through the AHP approach surveying 40 experts. From the case study of actual design cases, the applicability of the performance evaluation model was confirmed.

The Mediating Effects of Bidirectional Knowledge Transfer on System Implementation Success

  • Kim, Jong Uk;Kim, Hyo Sin;Park, Sang Cheol
    • Asia pacific journal of information systems
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    • v.25 no.3
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    • pp.445-472
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    • 2015
  • Although knowledge transfer between two different parties occurs in IS development projects, the majority of prior studies focused on knowledge transfer from IT consultants to clients. Considering two parts of knowledge transfer in IS development projects, we must consider both 'where knowledge is transferred from' and 'where it is transferred to'. Therefore, in this study, we attempt to describe two different routes of knowledge transfer, such as knowledge transfer from an IT consultant to a client and knowledge transfer from a client to an IT consultant. In this regard, we have examined the effect of two different routes of knowledge transfer on system implementation success in IS development project. Specifically, we adopted the knowledge stock-flow theory to examine the causal relationship between IT consulting firms and clients in terms of knowledge transfer and eventual system implementation success. Survey data collected from 213 pairs of individuals (both clients and IT consultants) were used to test the model using three different analytic approaches such as PLS (partial least squares) and two types of mediated regression techniques. We found that knowledge transfers partially mediated both the relationships between IT consultants' IT skills (project members' business knowledge) and system implementation success. Furthermore, the effects of each knowledge transfer were distinguished by depending on the types of system, such as ERP or groupware. Our attempts have significant implications for both research and practice given the importance of effective knowledge transfer to IT consulting.

Study on the Specification for the Filter of the PBD (국내 연약지반특성을 고려한 연직배수재 필터 시방기준에 대한 기초연구)

  • Ko, Young-Hi;Kwon, Soo-Young;Lee, Jong-Sung;Hyun, Seung-Hoon;Lee, Joo-Gong
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.1102-1107
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    • 2005
  • In this study, a specification for the filter system of plastic board drain using in korea. When PBDs was installed in the soft ground, bridging, blocking, blinding and clogging phenomena could be appeared near the PBD. Especially, clogging phenomena near the filter of PBD is very important factor to determine the life span of the vertical drainage system. Therefore, in this study, we proposed the specification on the filter of PBD considering the size of soil particle. To verify the proposed specification, model tests were conducted by using filter seepage tester. From the model test, newly proposed specification which considered the size of soil particle maintained the ability of seepage of the filter system of PBD.

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