• 한국지진공학회논문집
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• 제26권4호
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• pp.173-180
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• 2022

Most of the drinking water dams managed by the local governments in Korea are earthfill dams, and these dams have almost no geotechnical property information necessary for seismic performance evaluation. Nevertheless, in the rough planning stage for improving seismic safety for these dams, it is necessary to classify their relative seismic hazard against earthquakes and conduct an additional ground investigation. The zero seismic failure probability curve is a curve suggested in this study in which the probability of failure due to an earthquake becomes '0' regardless of the geotechnical properties of the earthfill dam. By examining the method and procedure for calculating failure probability due to an earthquake suggested in previous researches, the zero seismic failure probability curves for an earthquake in 1,000-year and 2,400-year return periods in Korea were presented in the form of a hyperbola on the plane of the dam height versus freeboard ratio (ratio of freeboard to dam height), respectively. The distribution characteristics of the dam height and the freeboard ratio of 81 Korean earthfill dams were presented. The two proposed zero seismic failure probability curves are shown on the plane of the dam height versus freeboard ratio, and the relative seismic hazard of 81 dams can be classified into three groups using these curves as boundaries. This study presented the method of classifying the relative seismic hazard and the classification result.

• 한국지진공학회논문집
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• 제27권3호
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• pp.147-155
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• 2023

This study aims to present a method to evaluate the relative risk of failure due to liquefaction of domestic small to medium-sized earthfill dams with a height of less than 15 m, which has little information on geotechnical properties. Based on the results of previous researches, a series of methods and procedures for estimating the probability of dam failure due to liquefaction, which calculates the probability of liquefaction occurrence of the dam body, the amount of settlement at the dam crest according to the estimation of the residual strength of the dam after liquefaction, the overtopping depth determined from the amount of settlement at the dam crest, and the probability of failure of the dam due to overtopping was explicitly presented. To this end, representative properties essential for estimating the probability of failure due to the liquefaction of small to medium-sized earthfill dams were presented. Since it is almost impossible to directly determine these representative properties for each of the target dams because it is almost impossible to obtain geotechnical property information, they were estimated and determined from the results of field and laboratory tests conducted on existing small to medium-sized earthfill dams in previous researches. The method and procedure presented in this study were applied to 12 earthfill dams on a trial basis, and the liquefaction failure probability was calculated. The analysis of the calculation results confirmed that the representative properties were reasonable and that the overall evaluation procedure and method were effective.

• Geomechanics and Engineering
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• 제9권1호
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• pp.83-100
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• 2015

Water and energy supplies are the key factors affecting the economic development and environmental improvement of Turkey. Given their important role and the fact that a large part of Turkey is in seismically active zones dams should be accurately analyzed since failure could have a serious impact on the local population environment and on a wider level could affect the economy. In this paper, a procedure is proposed for the static, slope stability, seepage and dynamic analysis of an earth dam and the Pamukcay embankment dam. The acceleration time history and maximum horizontal peak ground accelerations of the $Bing\ddot{o}l$ (2003) earthquake data was used based on Maximum Design Earthquake (MDE) data. Numerical analysis showed that, the Pamukcay dam is likely to experience moderate deformations during the design earthquake but will remain stable after the earthquake is applied. The result also indicated that, non-linear analysis capable of capturing dominant non-linear mechanism can be used to assess the stability of embankment dams.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.997-1002
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• 2003

Roller-compacted concrete(RCC) dam is a new type that combines advantages of earthfill dam and concrete dam in construction, This method save cost due to their rapid method of construction. RCC is, used in RCC dams, no-slump concrete so it is different that measure method of consistency and mixture properties compare with conventional mass concrete, There are existing two major design method, which one used in USA the other used in Japan. The results obtained in this study would be useful in establishing mixture proportions for dam concrete for RCC dams by apply method of compound their merit.

• 한국농공학회논문집
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• 제46권1호
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• pp.53-60
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• 2004

Roller-compacted concrete(RCC) dam have gained acceptance worldwide in a relatively short time due to their low cost, which is derived in part from their rapid method of construction. And RCC has recently emerged as an economically attractive material for dam construction, replacing the use of conventional concrete and even challenging the economics of earthfill and rockfill embankment dams. There are existing two major mix design methods. one used in USA and the other used in Japan. In this study, proper mix proportions of concrete for RCC dam is obtained using method of compound their merit.

• 한국지반환경공학회 논문집
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• 제18권3호
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• pp.31-38
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• 2017

본 연구의 목적은 지반공학적 물성정보가 거의 없는 국내 중소규모 댐의 지진 시 파괴확률을 간편하게 산정할 수 있는 도표를 제시하는 것이다. 기존의 댐의 지진 시 파괴확률을 산정하는 방법 및 절차를 검토하여, 댐의 지반공학적 물성정보와는 상관없이 지진 시 파괴확률이 '0'이 되는 지진파괴확률 영곡선을 댐높이-여유고율 평면에서 쌍곡선의 형태로 결정하였다. 국내 중소규모 댐들의 댐높이-여유고율 분포형태가 지진파괴확률 영곡선과 같이 쌍곡선의 형태를 이루는 것을 확인하여, 다수의 등파괴확률 곡선(seismic failure probability contour)이 댐높이-여유고율 평면에서 일정한 간격의 다수의 쌍곡선들로 표시되는 지진파괴확률 산정 도표를 작성하였다. 작성된 도표는 비교적 관리가 잘 되고, 지반공학적인 정보를 충분히 가진 2개의 중소규모 댐들의 지진 시 파괴 확률 산정에 적용하여, 기존 절차와 방법으로 산정된 결과와 비교하여 적용 타당성을 확인하였다. 향후, 제안된 도표는 중소규모댐의 지진대비 보수보강의 투자 우선순위 등을 고려할 때 유용하게 활용될 수 있을 것으로 기대된다.

• 한국농공학회지
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• 제33권4호
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• pp.84-95
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• 1991

The compaction ratio of the field dry density to the maximum dry density is generally adopted as the index of quality control for embankment of earthfill structures such as Earth Dam, Sea Dike, River Bank and Road. In case of coarse materials are included in the earth material, the compaction ratio will be varied in wide range since the dry density is influenced by quantity of coarse material in the soil. The treatment for the coarse material should be controlled carefully in testing. In this study, the compaction characteristics of the soil contained the coarse materials were researched and calibration of the suitability of field quality control methods were carried out. 28 Samples were made of clay(CL) and sandy soil (SM) mixed with gravel whose content were 0, 4, 6, 8, 10, 12, 15, 20, 25, 30, 35, 40, 45, and 60% in Weight. The compaction characteristics depending on the coarse material content were analysed through 4 types of compaction tests which are A-1, B-i, C-i and D-1. The adjusting coefficients for density and moisture content namely a and ${\beta}$ respectively were proposed in order to consider the effects depending on content of the coarse materials. The test methods to control reasonably and promptly the quality of earthfill were proposed after analysing the ranges of possible errors on the relative compaction ratio between laboratory compaction methods and field density testing methods.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 1999년도 제2회 학술발표회
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• pp.240-257
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• 1999

우리나라의 저수지 총수 18,032 개소의 $16\%$에 달하는 저수지가 누수를 겪고 있다. 이러한 불안전 시설물 조사에 있어서 물리탐사기법의 활용은 경제적 측면에서 지극히 자연스러운 흐름이다. 본 연구에서는 전기비저항탐사에 의해 이미 조사된 자료들을 분석하여 현장측정값의 모형을 보여주고 저수지에서의 누수조사 현장경험을 기술하였으며 토질과 전기비저항값의 상관관계를 분석하여 모래함량과의 연관성을 얻었다. 또한 SP탐사기법은 방조제뿐만 아니라 저수지 누수 조사에서도 효과가 있는 것으로 분석되었다.

• 한국지반신소재학회논문집
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• 제11권3호
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• pp.53-58
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• 2012

국내에는 약 17,531개의 소규모 농업용 댐과 저수지가 있다. 댐의 95%는 필댐이며, 심한 파손 또는 수리 또는 보수가 필요하다. 그러므로 댐을 평가하고 문제점을 도출해야 한다. 또한 댐은 보수의 시기가 적절해야 한다. 댐의 안전성 평가는 소규모 농업용 댐과 저수지의 적절한 기능을 보증하고 손상을 최소화하기 위하여 수행한다. 본 논문에서는 농업용 저수지의 체계적인 유지관리를 위한 유지관리 규정을 정립하고, 시 군 구에서 관리하고 있는 농업용 저수지 현황 분석을 통하여 소규모 저수지의 안전관리의 개선 방향을 모색하고자 하였다.