• 한국지반신소재학회논문집
• /
• 제12권4호
• /
• pp.1-10
• /
• 2013

최근들어, 사용 종료된 폐기물 매립장을 공원 및 체육시설로 활용하는 사례가 증가하고 있으며, 사용종료 매립장 활용을 위해서는 일차적으로 환경영향 여부와 구조적 안정성이 중요하다. 특히 상부구조물 설치 시 지지력 및 침하에 대한 안정성을 확보하여야 하며 폐기물 매립지반의 침하에 대한 안정성 확보와 지지력 보강을 위하여 토목섬유(지오셀)을 포설하기도 한다. 본 논문에서는 사용 종료된 폐기물 매립장의 장기침하 계측결과 분석 및 매립지반에 대한 지오셀 보강 시 지지력 보강효과에 대하여 분석하였다. 장기침하 분석은 매립장의 현장계측 침하량과 쓰레기 침하 모델식별 산정된 침하량을 비교하였고, 각 모델식별로 침하량에 가장 큰 영향을 미치는 파라메타를 분석하였다. 본 연구결과에 따르면, Park모델식에 따른 예측침하량($C_{intermediate}$ = 0.0678)이 현장계측 침하량과 가장 유사한 경향을 나타내었다. 또한, 지오셀 보강에 따른 지지력 증가는 무보강 지반에 비하여 약 1.193~1.554배 증가되는 것으로 도출되었다.

• 농촌계획
• /
• 제12권2호
• /
• pp.65-73
• /
• 2006

This study attempts to develop an interim evaluation system for the Integrated Rural Village Cluster Development Project(IRVCDP) which can secure its identity and sustainability, and induce its early settlement, and to derive plans for its steady progress. The evaluation system consists of three levels. The highest-order level is evaluation purposes, which describe IRVCDP's goals. They are expansion of income bases(EIB), improvement of living environments(ILE), strengthening of regional capabilities(SRC) and constructing effective project operation system(CEPOS). The second level is evaluation items, which each characterize the relevant evaluation purposes. The last level is evaluation indices, which observe achievement f3r evaluation purposes. 22 evaluation indices are selected to satisfy the purposes of this study through a brainstorming process and a survey on opinions of experts for those evaluation purposes and evaluation items which are derived from analyzing the IRVCDP's properties. The relative importance of the evaluation indices selected are determined through the AHP analysis. The most intriguing result from the AHP analysis is that strengthening of regional capabilities is found to be the most important one among evaluation purposes. It can be said that this result is parallel to a ultimate goal of the IRVCDP.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 춘계 학술발표회
• /
• pp.856-861
• /
• 2010

In recent days, the safety of the levee has been an issue because the levee has become bigger according to the Four-river Restoration Project and so on. The greater part of the levee damage has occurred in the interface between soils and the structures. Specially, the drainage construction crosses the levee keeps its settlement down in order to secure a grade of drainage. However, when the settlement isn't generated by using foundation such as pile, the levee is more likely to have leakage at the interface because the construction doesn't behave with soils. In our study, therefor, testing of the behavior of the levee having the drainage construction was carried out to clarify the effects of the foundation type of drainage construction.

• 한국중재학회지:중재연구
• /
• 제30권1호
• /
• pp.185-198
• /
• 2020

In the event of a medical conflict in South Korea, civil lawsuits can be very complicated, time-consuming, and costly. Under the Medical Conflict Conciliation Act, the mediation system has expanded its function to coordinate disputes between individuals and medical institutions in a more efficient manner prior to litigation. Currently, conflict mediation organizations and legal systems are established in each sector, and the Healthcare Dispute Settlement Commission will also play an important role in the public sector. In this study, the characteristics of the evaluation system of the Korea Institute of Medical Conflict Arbitration are examined; and, by looking at the case of medical examinations, it is proposed to show the mediation system and the manner and role of the examinations. Medical expertise is a very important area of the qualitative standards and expertise of participants because the participants must play a role in medical consultation and appraisal in connection with medical experts.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
• /
• pp.486-493
• /
• 2008

Consolidation settlements on marine dredged clays are often greatly and potentially damaging to structures. Currently, large-scale projects are in planning or progressing in Korea. These projects has been performed on thick and soft clay layers. So, the evaluation of long-term consolidation settlement is very important in design and construction. Therefore, In this study, a long-term consolidation characteristics of marine dredged clays are investigated. First, the relationship of $C_{\alpha}/C_c$ on marine dredged clays near Gwang-yang Port was evaluated. Second, long-term consolidation characteristics of the pseudo-preconsolidated ground were evaluated.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2004년도 춘계학술발표회
• /
• pp.538-543
• /
• 2004

Micropile has been widely used for reinforcing general grounds, improving slope stability and structural foundations. However, a need still exists for evaluating the effects of inclined micropiles on shallow foundations in Korea. In this paper, numerical analyses were presented to evaluate settlement characteristics on shallow foundations reinforced by micropiles and the effects of inclined micropiles under various conditions such as the installation position, installation angle, hardness(diameter), and grouting type. In addition, this paper reports trends of effectiveness and efficiency of using inclined micropiles on shallow foundations under specified conditions.

• 한국산학기술학회논문지
• /
• 제21권10호
• /
• pp.23-29
• /
• 2020

철도 공용에 따른 반복 동하중을 지속적으로 경험하는 흙 구조물은 지속적인 침하가 발생한다. 본 논문에서는 흙 구조물을 구성하는 세립분 함량 변화에 따른 시멘트 혼합토의 침하 및 강성 특성을 반복 동하중 시험을 실시하여 평가하였다. 흙의 세립분 함량, 시멘트 함량, 양생일 수을 변화시켜가면서 총 18 케이스의 시험을 실시하였다. 동 시험결과로부터 시멘트 혼합토는 침하 측면에서 시멘트 함량 3% 이상 사용 시 세립분 함량이 높은 흙에서도 침하 저감 가능성이 크다는 것을 확인할 수 있었다. 또한, 시멘트 함량이 0% 에서 3 ~ 4% 로 증가 시 탄성 침하량은 1/4 수준으로, 소성 침하량은 1/6 수준으로 감소하는 것을 확인할 수 있었다. 시멘트 혼합토는 강성 측면에서 시멘트 함량 증가에 따라 회복탄성계수가 증가하는 경향을 보였다. 시멘트 함량 3% 이상 사용 시에는 흙의 세립분 함량 40% 수준에서도 철도 상부노반 다짐 강성 품질기준인 80 MPa을 만족하는 것을 확인할 수 있었다.

• 산업경영시스템학회지
• /
• 제40권4호
• /
• pp.55-66
• /
• 2017

Korean small and medium sized software companies have tried to export their solutions or services to overseas markets. In 2016, exports of the software industry increased by 6.0% from the previous year, and the value added of the industry was 2.2 times higher than that of the manufacturing industry. From a long-term perspective, it is important to secure a global competitive advantage in order to sustain the export high value-added of the software industry. The obstacles to entry into the overseas market of small to medium enterprises are as follows: first, difficulty in product development and localization of marketing; second, lack of investment for overseas expansion; and finally, competitiveness of software technology. In particular, To overcome such obstacles, Korean small and medium sized software companies should increase the technical perfection and secure software export competitiveness. The paper presents a payment settlement framework enabling adaptive reuse and semiautomatic development of global payment settlement services. The quantitative and qualitative evaluation results are presented with domestic and overseas case studies as follows: Firstly, semi-automatic development is realized successfully by applying the framework. Secondly, it is possible to maintain consistent quality of software and to deliver maintenance services without relying on the internal human resources. Thirdly, it is possible to reduce the project duration of the same development cope to less than 50% by applying the framework. Finally, because it is based on BPMN 2.0, which is a high level design diagram, it is expected that it will be easy to implement through components connection and reduce difficulties in technology transfer and localization. Also, at the time of runtime operation, it will be effective to understand the design idea easily and to carry out additional developments without human resource who participated in the initial project.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2006년도 추계 학술발표회
• /
• pp.409-429
• /
• 2006

In designing rock-socketed drilled shaft, bearing capacity evaluation is very important because the maximum values of base and side resistance are not generally mobilized at the same value of displacement, FHWA and AASHTO code suggest different ultimate bearing capacity formular according to rock type and shaft settlement. In domestic code suggest base resistance and side resistance can be added on condition that after confirming the result of field load test with axial load transfer test. This paper shows that static load test and hi-directional load test result analysis of deep rock-socketed drilled shaft in three different sites. Load-settlement curve, t-z, and q-w curve in rock-socketed part were calculated and compared. t-z curve in weathered and soft rock showed no deflection softening behavior in pretty large strain (about 2-3% of diameter). Ultimate resistance could be the summation of side resistance and base resistance in rock-socketed drilled shaft in domestic sites.

• 한국농공학회:학술대회논문집
• /
• 한국농공학회 2005년도 학술발표논문집
• /
• pp.436-442
• /
• 2005

The purpose of this study is to develop indices and a scoring method for effectively evaluating the project of rural well-longevity villages which makes up for insufficient parts of existing projects on improving settlement foundation and production environment. Evaluating indices include qualitative factors originated from the characteristics of the project so a scoring method based on an information measure technique is used for evaluating the results from each village. Evaluating indices are provided differently depending on each purpose for evaluation. Result indices can be used for ranking project villages and fundamental indices can be used to analyze villages elaborately to improve project plans.