• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2000년도 봄 학술발표회 논문집
• /
• pp.512-519
• /
• 2000

The discharge capacity of vertical drains installed in the field is reduced with time elapsed after installation due to deformation of drains and clogging effect. Discharge capacity of two types of vertical drains was analysed about three years after installation in the subsoil. Discharge capacity of two types of vertical drains were measured by small, middle, and large scale test apparatus. The results indicate that the discharge capacity of vertical drains after three years operation dramatically decreased compare to the initial discharge capacity.

• 한국안전학회지
• /
• 제29권5호
• /
• pp.74-81
• /
• 2014

This study proposes an advanced type of a micropile system. The proposed micropile system consists of perfobond ribs installed steel rod to improve shear capacity between the thread and the grout, and partially expanded drill holes to increase resistance capacity between the grout and the ground. This study contains experimental evaluations on the proposed micropile system to verify the shear capacity of perfobond rib installed on the steel rod and the load-carrying capacity of shear key created by the partially expanded drill hole. Push-out tests were conducted on a rolled screw thread and steel rods which perfobond ribs are installed instead of rolled screw, in order to compare their load-carrying capacity and behavioral characteristics. As a result, it was confirmed that the perfobond-rib steel rods show much superior structural behavior in terms of initial stiffness, ultimate load, and ductile behavior.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
• /
• 제55권9호
• /
• pp.478-484
• /
• 2006

The paper presents methods of determining the capacity and installation positions of regenerative inverters installed in DC 1500V electric railway system. We suggested a method that approximates using parameters related to substations where regenerative inverters are installed, railway lines and operating motor cars, and another that calculates using regenerative power obtained from Train performance Simulation (TPS) and Power Flow Simulation (PFS). We carried out TPS and PFS for Seoul Subway Line $5{\sim}8$, calculating regenerative power and determining substations where regenerative inverters would be installed and the optimal capacity and number of inverters to be installed.

• 토지주택연구
• /
• 제11권2호
• /
• pp.87-94
• /
• 2020

Offshore renewable energy resources are attractive alternatives in addressing the nation's clean energy policies because of the high demand for electricity in the coastal region. As a large portion of potential resources is in deep and farther water, economically competitive floating systems have been developed. Despite the advancement of floating technologies, the high capital cost remains a primary barrier to go ahead offshore renewable energy projects. The dynamically installed piles (DIPs) have been considered one of the most economical pile concepts due to their simple installation method, resulting in cost and time-saving. Nevertheless, applications to real fields are limited because of uncertainties and underestimated load capacity. Thus, this study suggests the appropriate analytical approach to estimate the inclined load capacity of the DIPs by using the upper bound plastic limit analysis (PLA) method. The validity of the PLA under several conditions is demonstrated through comparison to the finite element (FE) method. The PLA was performed to understand how flukes, soil profiles, and load inclinations can affect the inclined load capacity and to provide reliable evaluations of the total resistance of the DIPs. The studies show that PLA can be a useful framework for evaluating the inclined load capacity of the DIPs under undrained conditions.

• Journal of Electrical Engineering and Technology
• /
• 제9권4호
• /
• pp.1163-1170
• /
• 2014

Due to global environmental regulations and policies with rapid advancement of renewable energy technologies, the development type of renewable energy sources (RES) in power systems is expanding from small-scale distributed generation to large-scale grid-connected systems. In the near future, it is expected that RES achieves grid parity which means the equilibrium point where the power cost of RES is equal to the power costs of conventional generators. However, although RES would achieve the grid parity, the cost related with development of large-scale RES is still a big burden. Furthermore, it is hard to determine a suitable capacity of RES because of their output characteristics affected by locations and weather effects. Therefore, to determine an optimal capacity for RES becomes an important decision-making problem. This study proposes a method for determining an optimal installed capacity of RES from the business viewpoint of an independent power plant (IPP). In order to verify the proposed method, we have performed case studies on real power system in Incheon and Shiheung areas, South Korea.

• 한국지반공학회논문집
• /
• 제31권2호
• /
• pp.13-25
• /
• 2015

최근 마이크로 파일의 활용 빈도가 점차 증가함에 따라 몇몇 연구자들은 마이크로파일 및 마이크로파일-기초에 대한 관련 연구를 수행하였다. 그러나 대부분의 관련연구는 모래지반을 대상으로 한 경우이다. 또한 마이크로파일-기초시스템의 지지특성은 기초시스템내 하부지반의 파괴거동과 파일설치조건에 따라 기초시스템의 지지력이 달라지나 이를 고려하지 않고 있다. 따라서 본 연구에서는 파괴거동이 상이한 지반에 설치된 마이크로파일-기초시스템의 지지력을 평가위해 수치해석을 수행하였다. 해석결과, 전면전단파괴가 발생한 모래지반에서는 기초시스템의 파일을 양 또는 음의 각도로 설치한 경우가 수직파일로 설치된 기초시스템보다 큰 것으로 나타났다. 관입파괴형상으로 파괴가 발생한 실트지반의 경우, 파일이 교차하도록 음의 각도로 설치한 기초시스템이 수직파일인 경우보다 지지력이 증가하였다. 그리고 양의 각도로 설치한 경우에는 수직인 경우와 유사한 것으로 나타났다.

• 에너지공학
• /
• 제9권2호
• /
• pp.95-101
• /
• 2000

The purpose of this study is to find plant utilities capacity for economical operation of combined heat & power by reducing energy expenditure. Using a numerical simulation program CHPSIM, a comparative analysis of additional heat expenditure (AHE) of combined heat & power plant in relation to size of district heating has been performed within the comparison of the difference capacity of gas turbine and steam turbine . As a results, if a 105.2MW gas turbine (exhaust gas temp ; 540$^{\circ}C$) installed in CHP plant can reduced 17-18% yearly the AHE than 75MW gas turbine (520$^{\circ}C$) installed. If a 130-150MW gas turbine (560-580$^{\circ}C$) installed, can reduced 34.7-35.8% of the yearly AHE.

• 한국지반공학회논문집
• /
• 제18권1호
• /
• pp.59-70
• /
• 2002

연직배수공법에서 과잉간극수를 배제하기 위해 연직배수재와함께 수평배수층이 지반 위에 설치된다. 이 논문에서는 수평배수층의 통수능을 고려한 압밀해석 방법을 개발하고 수평배수층의 소요통수능을 결정하는 공식을 제안하였다. 이 해석으로부터 성토하중의 재하속도의 영향은 매우 적다는 것을 알게 되었다. 이 공식에서는 압밀계수, 연직배수재의 타설간격, 수평배수층의 배수거리, 압축지수 및 압밀침하 대상층의 두께의 함수로 소요통수능의 결정이 가능하다.

• 한국지반환경공학회 논문집
• /
• 제5권3호
• /
• pp.5-15
• /
• 2004

SIP 공법이 국내에서 저소음 저진동 말뚝공법으로 널리 사용되고 있지만 품질관리기준이 명확히 정립되지 못하고 실무자들의 공법의 원리에 대한 이해 부족으로 시공시 혼선을 초래하고 있어 공법이 본래 가진 지지력을 충분히 발휘되지 못하고 있다. 이러한 문제점을 개선하기 위하여 2002년에 대한주택공사에서는 SIP 공법의 시공 및 재하시험기준을 개선하였다. 개선된 기준에 의하여 현장에 시공된 SIP 말뚝에 대하여 재하시험을 통하여 지지력을 평가한 결과 이전 방법으로 시공된 말뚝에 비하여 시공하중의 설계만족도 및 지지력 특성이 크게 향상된 것을 확인할 수 있었으며 이를 설계에 반영하면 기초 공사비도 절감할 수 있는 것으로 나타났다. 향상된 지지력 특성을 설계에 반영하기 위하여 재하시험결과를 국내에서 많이 사용하고 있는 말뚝 설계식들과 신뢰성 분석을 실시하여 적합식을 찾고자 하였다. 분석결과 개선된 기준으로 시공된 SIP 말뚝은 Meyerhof(1976)의 타입말뚝 설계식과 유사한 지지거동을 하는 것으로 나타났다.

• 전기학회논문지
• /
• 제59권1호
• /
• pp.26-32
• /
• 2010

This paper proposes a new effective installed reserve rate in order to evaluate reliability of power system considering renewable generators, which include uncertainty of resource supply. It is called EIRR(effective installed reserve rate) in this paper. It is developed with considering capacity credit based on ELCC by using LOLE reliability criterion. While the conventional installed reserve rate index yields over-evaluation reliability of renewable generators, the proposed EIRR describes actual effective installed reserve rate. However, it is not the probabilistic reliability index as like as LOLE or EENS but another deterministic effective reliability index. The proposed EIRR is able to evaluate the realistic contribution to the reliability level for power system considering wind turbine generators and solar cell generators with high uncertainty in resource supply. The case study in model system as like as Jeju power system size presents a possibility that the proposed EIRR can be used practically as a new deterministic reliability index for generation expansion planning or operational planning in future.