• Title/Summary/Keyword: soil damage

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Corrosion Cost and Corrosion Map of Korea - Based on the Data from 2005 to 2010

  • Kim, Y.S.;Lim, H.K.;Kim, J.J.;Hwang, W.S.;Park, Y.S.
    • Corrosion Science and Technology
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    • v.10 no.2
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    • pp.52-59
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    • 2011
  • Corrosion of metallic materials occurs by the reaction with corrosive environment such as atmosphere, marine, soil, urban, high temperature etc. In general, reduction of thickness and cracking and degradation are resulted from corrosion. Corrosion in all industrial facilities and infrastructure causes large economic losses as well as a large number of accidents. Economic loss by corrosion has been reported to be nearly 1-6% of GNP or GDP. In order to reduce corrosion damage of industrial facilities, corrosion map as well as a systematic investigation of the loss of corrosion in each industrial sector is needed. The Corrosion Science Society of Korea in collaboration with 15 universities and institutes has started to survey on the cost of corrosion and corrosion map of Korea since 2005. This work presents the results of the survey on cost of corrosion by Uhlig, Hoar, and input-output methods, and the evaluation of atmospheric corrosion rate of carbon steel, weathering steel, galvanized steel, copper, and aluminum in Korea. The total corrosion cost was estimated in terms of the percentage of the GDP of industry sectors and the total GDP of Korea. According to the result of Input/output method, corrosion cost of Korea was calculated as 2.9% to GDP (2005). Time of wetness was shown to be categories 3 to 4 in all exposure areas. A definite seasonal difference was observed in Korea. In summer and fall, time of wetness was higher than in other seasons. Because of short exposure period (12 months), significant corrosion trends depending upon materials and exposure corrosion environments were not revealed even though increased mass loss and decreased corrosion rate by exposure time.

Effects of Rectifier and Copper Grid Interference on the Detection Reliability of Coating Flaws on Buried Pipes (매설 배관 피복 결함 탐상 정확도에 미치는 인접 정류기 및 접지 구리망 간섭의 영향)

  • Kim, M.G.;Lim, B.T.;Kim, K.T.;Chang, H.Y.;Park, H.B.;Kim, Y.S.
    • Corrosion Science and Technology
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    • v.19 no.4
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    • pp.211-223
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    • 2020
  • The external corrosion of buried piping can be controlled using both coating and cathodic protection. Several factors are involved in the damage and deterioration of the coating on pipes. There are many detection methods for coating defects on pipes and the direct current voltage gradient (DCVG) method is one of the most powerful methods. However, the detection reliability of DCVG can be affected by interferences such as stray current, metal objects connected to rectifiers, and copper grids. Therefore, this study focused on the interference effects of rectifiers and a copper grid on the reliability of coating flaw detection. As the length of the interference pipe connected to the rectifier increased, the reliability decreased. In contrast, as the distance between the pipe and the copper grid increased, the reliability of the coating flaw detection increased. The detection results produced by the DCVG method were discussed using current and potential simulations for a pipe with a rectifier and copper grid interference in the soil.

The Economic Impact of Excavation Work Failure on a Construction Project (터파기 공사 사고가 공사에 미치는 경제적 영향)

  • Go, Kwang-Ro;Lee, Ghang
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2007.11a
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    • pp.643-646
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    • 2007
  • As increase of the land price at downtown area, it makes people more and more interested of improving the space utilization such as makes buildings bigger, deeper and higher. Therefore, the importance of the underground construction which is the basic principle has been increased. As constructors have to complete underground construction as soon as possible with the minimum costs, they concentrate on the whole process of underground structure. Although they makes every these efforts, construction failure still happen because of the uncertainty of the condition of soil and the unexpected danger of underground construction. To make matter worse, there are only some examples without detailed information like 'how much this breakdown damage to the construction?' so it is the anther problem that most of people doesn't recognize the economical negative impact of underground structure breakdown. This report would make people understood the importance and risk of the underground construction by showing some analysis which was assumed from the real accidents.

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Stiffness Comparison of Non-plastic Silt due to Bender Element and Direct Simple Shear Test (벤더엘레먼트와 단순전단시험에 의한 비소성실트의 강성 비교)

  • Song, Byungwoong;Yasuhara, Kazuya;Sakamoto, Wataru;Lee, Jeawoo
    • Journal of the Korean GEO-environmental Society
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    • v.8 no.1
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    • pp.41-47
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    • 2007
  • Recent investigations into earthquake-induced damage have reported that liquefaction may take place on not only sands but also fine-contained soils or non-plastic silts. Although not a few study has been performed to understand the liquefaction of sands, relatively little effort has been devoted to improving our understanding of the liquefaction characteristics for non-plastic soils. Given that liquefaction strength is largely associated to shear wave velocity, bender element test as well as direct simple shear test is employed to examine the stiffness of non-plastic silt more precisely. Through the soil tests, the stiffness of non-plastic silts from the bender element tests is identified as slightly greater than that from the direct simple shear test. Further, the stiffness of non-plastic silts appears to be smaller than that of clay.

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Analysis of Landslide and Debris flow Hazard Area using Probabilistic Method in GIS-based (GIS 기반 확률론적 기법을 이용한 산사태 및 토석류 위험지역 분석)

  • Oh, Chae-Yeon;Jun, Kye-Won
    • Journal of the Korean Society of Safety
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    • v.27 no.6
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    • pp.172-177
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    • 2012
  • In areas around Deoksan Li and Deokjeon Li, Inje Eup, Inje Gun, located between $38^{\circ}2^{\prime}55^{{\prime}{\prime}}N$ and $38^{\circ}5^{\prime}50^{{\prime}{\prime}}N$ in latitude and $128^{\circ}11^{\prime}20^{{\prime}{\prime}}E$ and $128^{\circ}18^{\prime}20^{{\prime}{\prime}}E$ in longitude, large-sized avalanche disasters occurred due to Typhoon Ewiniar in 2006. As a result, 29 people were dead or missing, along with a total of 37.25 billion won of financial loss(Gangwon Province, 2006). To evaluate such landslide and debris flow risk areas and their vulnerability, this study applied a technique called 'Weight of Evidence' based on GIS. Especially based on the overlay analysis of aerial images before the occurrence of landslides and debris flows in 2005 and after 2006, this study extracted 475 damage-occurrence areas in a shape of point, and established a DB by using such factors as topography, hydrologic, soil and forest physiognomy through GIS. For the prediction diagram of debris flow and landslide risk areas, this study calculated W+ and W-, the weighted values of each factor of Weight Evidence, while overlaying the weighted values of factors. Besides, the diagram showed about 76% in prediction accuracy, and it was also found to have a relatively high correlationship with the areas where such natural disasters actually occurred.

Review on the Improvement Works of Ecological Stream in Rural Areal - A Focused on Sijeon-ri Dogo-myeon Asan City - (농촌지역 하천정비공사 실태와 제언 -아산시 도고면 시전리를 대상으로-)

  • Nam, Yun-Cheol
    • Journal of the Korean Institute of Rural Architecture
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    • v.17 no.2
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    • pp.51-58
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    • 2015
  • 10 years ago, in Sijeon-ri, Dogo-myeon, Asan-si, the existing stream was repaired to develope Mt. Dogo trail and irrigation systems through road expansion pavement construction and small stream repair construction. The trees such as persimmon and willow are eliminated that rowed on both sides of the stream and dredging work to dig the rock and sand have been performed. As a result, wide asphalt road was built, also flood damage worries were reduced. 10 years passed and now, how did local residents think about the stream repaired before and after? Village residents, public officials, and the stream construction engineer were interviewed. Villagers indicated a problems that brook became a place where water peppers were taking over and water was stagnating due to the slow velocity so nothing could live and natural landscape like a wash place and the cascade disappeared, because rock and sand were taken out brought soil into the brook. Public officials and engineers were aware of the problems at the time of the stream. Now that construction is completed after 10 years, Both realistically and budgetary to restoration would be difficult. However, it is necessary to seek for waterfront space which can be restored or replaced by a part of the stream like similarly before. In addition, it is necessary to restore to the progression of a natural stream which connect with stairs(or slope) - small waterfalls - pools - wash place. In this paper, we hope to take a lesson from the Sijeon-ri model and make rural stream construction be prepared with consideration about not only distinct characteristics of specific area but also the opinion of local resident.

A Study on Algorithm for Determining Seismic Improvement Priority of Highway Bridges (도로교 내진보강 우선순위 결정을 위한 알고리즘에 관한 연구)

  • Kim, Hyung-Gyu;Jang, Il-Young
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.6
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    • pp.138-147
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    • 2018
  • With the recent series of damage caused by earthquakes in Korea, such as Gyeongju and Pohang, we know that Korea is no longer a safe zone for earthquakes and that we need to be prepared for them. In addition, bridges built prior to the introduction of seismic design concepts remain without adequate seismic reinforcement measures, and earthquake reinforcement should be performed efficiently considering economic and structural safety. Preliminary assessment of seismic performance of existing bridges is divided into four seismic groups, taking into account seismicity, vulnerability and Impact, considering the magnitude of the existing bridge's seismic, and prioritization for further evaluation of seismic performance. In this study, unlike the existing anti-seismic reinforcement priority method, scores are calculated based on the seismic design criteria applied to bridges, importance coefficient of the bridge including the zone coefficient and the Importance, vulnerability index of the bridge including the soil condition and the elapsed years, detail coefficient of the bridge including the superstructure form, the span length, the width, the height, the design load, and the daily traffic volume. The calculated score items will be weighted and grouped according to the results. Using this, a simpler and more efficient algorithm was proposed to determine the priority of seismic reinforcement on a bridge.

Study on the GIS Based Environmental Assesment Techniques for Environmental Friendly Road Route Plan (환경친화적인 도로노선 계획을 위한 GIS 기반 환경성 평가기법 연구 - 도로노선대 선정방법 개발 -)

  • Kang, Ho-Geun;Park, Tae-Kwen;Kim, Heung-Lae;Kim, Sang-Tae;Lee, Sang-Eun
    • Journal of Korean Society of Environmental Engineers
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    • v.31 no.3
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    • pp.223-231
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    • 2009
  • This study intends to develop a GIS-based environmental assesment technique for environmental friendly road route plan using a spatial analysis function. After embodying an impact range based on the analysis of factors which cause the environmental damage by the road construction, a literature survey on a diverse grading cases and legal regulations was conducted. As a quantitative model for the spatial analysis, AHP was selected. As the environmental assessment, 8 items such as topography & geology, animals & plants, soil ecology, water quality, air quality, noise, land use, and landscape were selected. and then finally classified into three-grades using a pairwise comparison of the alate collected by a questionnaire surveying, weighting values were applied to there 8 items. The highest weight value, the grade 1 among eight was 0.191 for animals & plants. As the result of verifying the above method for the case region, the most environment-friendly road route could be generated.

Phase of Overhead Flooding Damage during Maturation of Rice (벼 성숙기 침관수 피해양상)

  • Choi Jang-Soo;Ann Deok-Jong;Choi Chung-Don;Lee Seong-Phil;Choi Boo-Sull
    • Korean Journal of Agricultural and Forest Meteorology
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    • v.2 no.4
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    • pp.148-155
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    • 2000
  • The typhoon and flooding injury in rice were investigated both the region of downpour at the middle of August and the region of typhoon 'Yanni' at the late of September, 1998 in Kyongbuk provincial of Korea. More than 10% of rice stem were buried by soil inundation, the heading was delayed and the high node tiller was brought out. Yield components were deteriorated and yield was reduced. As the clay in the muddy water was attached on grains of rice, the yield was greatly reduced by reason of low grain filling ratio and polished rice ratio. The injury of muddy water was less at yellow ripening stage than at early ripening stage. On the other hand, the muddy water injury was reduced by the fungicide 'Benomyl' and 'Daconil' treatments. The degree of lodging according to varieties and ripening stages was not made a great difference, while the lodging was mainly occurred in the early transplanting time. In a week after lodging, viviparous spikes were occurred in almost all varieties, the degree of viviparity was shown highly in order of early maturing, middle maturing and late maturing varieties in the field as well as in laboratory test. The viviperous spikes were greatly occurred in the lodging toward hill space within row than row space because the more grains were touched on the ground.

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A Comparative Analysis of Landslide Susceptibility Using Airborne LiDAR and Digital Map (항공 LiDAR와 수치지도를 이용한 산사태 취약성 비교 분석)

  • Kim, Se Jun;Lee, Jong Chool;Kim, Jin Soo;Roh, Tae Ho
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.32 no.4_1
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    • pp.281-292
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    • 2014
  • This study examined the accuracy that produced using various types and combinations of landslide-related factors from landslide susceptibility index maps. A database of landslide-related factors was adopted by the landslide locations that obtained from aerial photographs, and the topographic factors that derived from airborne LiDAR observations and digital maps, and various soil, forest, and land cover. Landslide susceptibility index maps were calculated by logistic regression and frequency ratio from the landslide susceptibility index. The correlation between airborne LiDAR data and digital map was shown strong similarities with one another. Landslide susceptibility index maps indicated the existence of a strong correlation and high prediction accuracy, especially when the frequency ratio and airborne LiDAR were used. Therefore, we concluded that the Airborne LiDAR will contribute to the development of effective landslide prediction methods and damage reduction measures.