• 응용통계연구
• /
• 제34권3호
• /
• pp.439-447
• /
• 2021

범지구적 이상기후의 잦은 출현으로 기상 변화에 대한 관련 연구가 활발히 진행되고 있지만, 장기간 축적된 기상자료를 이용한 경향성 분석 연구는 부족하였다. 본 연구에서는 비모수적 분석방법을 이용해 40년간 종관기상관측장비(ASOS)로 부터 축적된 기온 시계열 자료의 경향성을 분석하였다. 남한지역의 연평균 기온과 계절별 평균기온 시계열 자료에 대한 Mann-Kendall 검정 결과 상승 경향성이 존재하는 것으로 나타났다. 또한 Pettitt 검정을 적용해 탐색된 변동점을 전후로 경향성의 정도를 파악할 수 있는 Sen's slope를 계산한 결과, 변동점 이후의 최근 자료에서 기온의 상승 경향성이 더욱 큰 것을 확인하였다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.507-511
• /
• 2009

This paper describes the performance design requirements of the slope and soft clay structures to confirm several contents of foundations systems to change existing design code to new one in the construction market. The concepts of performance design explain systematical needs for specific performance guidelines.

• 대한산업공학회지
• /
• 제21권4호
• /
• pp.507-517
• /
• 1995

The failure rate of an item depends on operational environment. When an item has a chance failure period and a wearout failure period in sequel, the severity of operational environment causes the increase in the slop of wearout failure rate or the increase in the magnitude of chance failure rate. For such a change of operational environment, this paper concerns the change of optimal preventive replacement time. Two preventive replacement policies, age replacement policy and periodic replacement policy with minimal repair, are considered. Investigated properties are: (a) in age replacement policy, optimal preventive replacement time increases as the chance failure rate increases and optimal preventive replacement time decreases as the slope of wearout failure rate increases, and (b) in periodic replacement policy with minimal repair, optimal preventive replacement time increases as the slope of wearout failure rate increases; however, the change of chance failure rate does not alter the optimal preventive replacement time.

• 산업기술연구
• /
• 제25권B호
• /
• pp.55-62
• /
• 2005

This paper is the results of experimental and numerical works on analyzing the geotechnical engineering behavior and characteristics of excavated clay slope formed by the method of excavated replacement which is one of treatments in soft soil ground. For the centrifuge model tests, models of excavated clay slope were prepared by remolding the marine clayey soil sampled from the field. Tests were performed with changing the slope to investigate the behavior of them. On the other hand, numerical analyses were carried out to analyze the change of safety factor against instability of slope with time. Changes of pore water pressure, shear strength and displacement were also investigated. As results of centrifuge model tests with slopes of 1:1.5 and 1:3 using the confining body of simulating the effect of excavation, for the case of 1:1.5, slope failure occurred right after remove the confining body whereas relatively small displacements within the range of 3.2mm, implying to maintain the stability of slope, were observed for the case of 1:3 slope. From the results of numerical analyses using the software of PLAXIS to investigate the stability of slope after excavation, the minimum safety factor against slope failure was 1.28 for the case of 1:3 slope. The further researches in the future are required with considerations of build up of static pore water pressures during acceleration of centrifuge, depth of excavation influencing the behavior of the slope and permeability of the slope since excavation of the slope was not simulated well resulted from the limitations of apparatus at the stage of excavation during the centrifuge tests.

• 한국농공학회지
• /
• 제23권1호
• /
• pp.86-102
• /
• 1981

The soil test data of 28 earth dams, scheduled to be constructed in Kore3, were selected for this study. The safety factors of their side slops were computed using Fellenius' "slice Method" by computer. The results summarized in this study are as follows; 1. Dam sections can be easily determined by fig.10 without a time consuming trial and error calculations of assumed sections. 2. For the economical design of earth dam sections, it was found that more cohesive soil was suitable for lower dams(dam height less than 25m) and soils with a higher friction angle was better for higher dams 3. In the case that used soil materials have the same Internal friction angle, side slope increase was almost same. 4. The relationship between side slope and friction angle was found as log.S=a tan ø+b (Fig. 7) 5. The relationship between side slope and cohesion (c) was also found as log. S=a c+b (Fig. 8) 6. The change of safety factors due to the change of central core materials was very little (Table-2) 7. The decrease of safety factors according to the unit weight increase of embankment materials was negligible. 8. In general the relationship between the wet unit weight and the saturated unit weight was r sat = (rt)$^2$+0. 140. This study will contribute to the determination of economic and safe planning and designing of earth dams, embankments and cutting side slopes.

• 한국측량학회지
• /
• 제20권3호
• /
• pp.303-311
• /
• 2002

최근에 GIS 기법을 이용하여 수문 분석에 필요한 지형 매개변수를 분석하는 연구가 활발히 진행되고 있는 실정이다. 지형 분석에 이용되는 DEM은 수치 지형도의 등고선 자료를 이용하여 효과적으로 구축될 수 있다. 따라서 DEM의 응용성이 여러 분야에서 점차 증가되고 있는 실정이다. 본 연구에서는 지형 매개변수 추출시 DEM 격자크기가 경사와 배수 유역에 어떤 영향을 주는지를 분석하고자 20m∼100m 격자 크기의 DEM이 평창강과 주방천 유역에 적용되었다. 본 연구에서는 DEM 격자크기에 따른 경사변화에 대한 회귀 방정식을 도출하였다. 그 결과 DEM 격자크기가 증가함에 따라 경사가 줄어들며, 배수 유역면적은 거의 변화하지 않는다는 것을 알 수 있었다.

• 터널과지하공간
• /
• 제13권3호
• /
• pp.207-214
• /
• 2003

암반 사면에 대한 DEM(Digital Elevation Model)을 추출하기 위한 원거리 측정의 일반적인 방법은 laser scanner를 이용하는 방법과 수치사진측량 방법이 있다. 본 연구에서는 두 가지 기법을 적용하여 하나의 사면에 대해 DEM을 추출한 후, 각각의 기법을 통해 얻은DEM을 중첩시켜 그 차이를 분석함으로써 수치사진측량 기법의 적합성 및 개선점에 대해 살펴보았다. 이는 암반 사면의 절리 방향성을 측정하여 절리 구조를 파악하거나 사면형상 보존을 위한 DEM 추출하는데 적용할 수 있으며, 사면의 변화양상분석에 사용될 수 있다.

• 한국주거학회논문집
• /
• 제12권3호
• /
• pp.133-140
• /
• 2001

This study investigated the heat transmission coefficient through the experiment that the skylight, slope window of 60 degree and 30 degree consisted of pair glass and the double window of external window and internal window paper were suitable for heat insulation. As the result of experiment, the heat transmission coefficient of slope window was 1.06 times in the 60 degree, 1.18 times in the 30 degree and 1.31 times in the skylight as a standard lateral window. The heat transmission coefficient in the double window of external window and internal window paper was 3.017$\textrm{㎉}$/$\textrm{m}^2$.hr.$^{\cire}C$. The slope window was not suitable for the prescription by the increase of the heat transmission coefficient, so the user must pay attention to the treatment. This study investigated only the slope window of 12mm and 16mm pair glass and the double window of external window and internal window paper, study on the various pattern of window must be achived in a future.

• Knee surgery & related research
• /
• 제30권4호
• /
• pp.303-310
• /
• 2018

Purpose: The purpose of this study was to investigate whether surgical experience could improve surgical competency in medial open wedge high tibial osteotomy (MOWHTO). Materials and Methods: One hundred consecutive cases of MOWHTO were performed with preoperative planning using the Miniaci method. Surgical errors were defined as under- or overcorrection, excessive posterior slope change, or the presence of a lateral hinge fracture. Each of these treatment failures was separately evaluated using the cumulative summation test for learning curve (LC-CUSUM). Results: The LC-CUSUM showed competency in prevention of undercorrection, excessive posterior slope change, and lateral hinge fracture after 27, 47, and 42 procedures, respectively. However, the LC-CUSUM did not signal achievement of competency in prevention of overcorrection after 100 procedures. Furthermore, the failure rate for overcorrection showed an increasing tendency as surgical experience increased. Conclusions: Surgical experience may improve the surgeon's competency in prevention of undercorrection, excessive posterior slope change, and lateral hinge fracture. However, it may not help reduce the incidence of overcorrection even after performance of 100 cases of MOWHTO over a period of 6 years.

• 한국자원식물학회지
• /
• 제36권2호
• /
• pp.133-171
• /
• 2023

본 연구는 온실효과로 인한 기후변화에 대응하고자 산림생물다양성특정지역(풍혈)에 대한 생물학적 가치와 환경요인을 분석하여 풍혈에 대한 기초자료를 작성하고 이를 통해 산림생물다양성 보전 및 관리를 위한 방안을 수립하고자 수행되었다. 국내 분포하는 풍혈 25개소 중 지형학적 유형에 따라 분류한 애추형, 동굴형, 함몰형 풍혈 6개소를 선정하여, 지하에서 바람이 불어나오는 전석지를 경계로 구분하여 풍혈 내·외부로 나누어 2020년부터 2021년까지 계절별로 기상정보와 관속식물상을 조사하였다. 여름철에 6곳의 풍혈 모두 풍혈이 위치하는 지역보다 기온이 낮게 나타났다. 6곳의 풍혈의 관속식물은 101과 350속 621종 18아종 57변종 7품종 703분류군으로 조사되었다. 한반도 특산식물은 29분류군, IUCN 지정 희귀식물은 위급종(CR) 5분류군, 위기종(EN) 3분류군, 취약종(VU) 4분류군 등 총 22분류군이 확인되었다. 식물구계학적 특정식물은 V등급 4분류군, IV등급 27분류군, III등급 48분류군 등 총 168분류군, 북방계식물은 129분류군, 한반도 기후변화 적응 대상 식물 300의 북방계식물 100종 중 총 22분류군이 확인되었다. 침입외래식물은 48분류군, 생태계교란식물은 7분류군이 확인되었으며, 귀화율은 6.8%로 나타났다.