• 한국농공학회논문집
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• 제66권1호
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• pp.15-24
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• 2024

Unlike artificially created homogeneous materials, the process of calculating the elastic modulus of natural soil involves the possibility of errors. Because the stress-strain behavior of soil is nonlinear, the secant modulus of elasticity is often used based on 1/2 of the stress at failure. Since soil has the property of changing its elastic modulus depending on the confining pressure, numerical analysis models that analyze its behavior inevitably include complex elements. The hyperbolic model, which relatively accurately simulates the behavior immediately after loading in soft ground, assumes that the stress-strain curve of the consolidated undrained triaxial test is hyperbolic and requires the slope of the tangent line at the starting point. However, the slope of the initial tangent in the stress-strain curve obtained from an actual triaxial test is difficult to have regularity according to changes in confining pressure. Additionally, due to the characteristics of a hyperbola, even small changes in related factors cause large changes in the hyperbola. Therefore, there is a lot of randomness in the process of calculating model parameters from the triaxial test results, which causes large differences in the results. Therefore, the method of calculating the initial elastic modulus by the consolidation test presented in this study is also used to verify the method by the triaxial test. It can be applied. However, since this study was applied to only one sample showing typical consolidation characteristics, it is necessary to check samples with various physical properties in the future.

• 지질공학
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• 제13권4호
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• pp.405-418
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• 2003

지반을 구성하고 있는 매질에 대한 체적함수비 및 포화 정도를 측정하는 것은 지반의 물리적 성질, 강우에 의한 지하수 함량 및 자연 사면 파괴를 이해하는데 매우 중요한 요소 중의 하나이다 이러한 지반의 요소들을 파악하기 위해 전자기파를 이용한 유전율법은 지반의 유전율상수의 특성에 따라 평가되어 지므로 다양한 분야에 적용되고 있다. 본 연구에서는 전자기파의 측정 주파수 범위 1 - 18 GHz를 사용하는 유전율 시스템인 FDR-V (Frequency domain reflectometry with vector network analyzer)를 적용하여 1 GHz와 18 GHz에서의 두 주파수 범위에 대한 표준사 (Standard sand)와 화강풍화토 (Granitic weathered soil)의 밀도, 온도 및 염분농도 의존성에 따른 유전율상수의 반응에 대해 검토하였다. 실험결과에서, 흙의 밀도 의존성은 체적함수비의 증가에 따라 유전율상수도 증가하는 것으로 측정되었으나, 이들의 밀도 의존성은 다소 낮은 것으로 판단된다. 그리고, 1 GHz 실수부 (Real part)에 대한 온도 의존성 실험에서는 온도의 증가에 따라 물과 표준사의 유전율상수는 점진적으로 감소하는 경향을 보이나 에탄올의 유전율상수는 증가하는 것으로 측정되었다. 따라서, 온도 변화에 따른 각 매질의 유전율상수는 측정 온도에 대한 영향을 고려하여야 한다. 염분농도에 따른 유전율상수의 변화는 1 GHz 허수부 (Imaginary part)에서 염분농도의 증가에 따라 유전율상수의 측정치도 함께 증가하는 것으로 나타났다. 이상과 같이, 다양한 조건하에 대한 유전율상수의 의존성들을 기초로 하여 다공질 매질의 특성을 파악하기 위한 FDR-V 시스템의 적용성을 충분히 검토하였다. 결론적으로, 본 연구에서는 1 GHz의 측정 주파수범위 내에서 다공질 매질의 염분오염도를 충분히 정량적으로 측정할 수 있는 것으로 생각된다.

• 한국농공학회지
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• 제42권2호
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• pp.55-62
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• 2000

In order to make the reasonable irrigation plan in the unripended tidal reclaimed paddy fields, the estimation of irrigation water requirements by soil textures and water management methods for the normal growth of crops is very important . This study was carried out to determine leaching requirements before cultivating crops. For the purpose of this study, the physical and chemical properties of soil samples used in the desalinization experiments were analyzed, and change of salinity by supplying water and leaching water were investigated in the experimental field with lysimeters. As a result considering the soil textures, desalinization effects of good drainage soils(S1) were better than those of poor drainage soils (S2). In the changes of salinity of the soils with supplying water by water management methods, among the good grainage soils with culvert treatment(S1CW), salinity of S1CW3 with 1, 120mm and S1W4 with 1, 440mm supplying water were 2.6dS/m and 1.1dS/m respectively, and salinity of S1NW4 with 1.680mm among those non-culvert treatment (S1NW) was 3.0dS/m, less than critical salanity value 3.0dS/m. On the other hand, of the poor drainage soils with cultvert treatment , salinity of S2CW3 was ranged 9.4-6.0dS/m with supplied water, and that of non-culverted treatment S2NW as 12.3-8.4dS/m.

• Geomechanics and Engineering
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• 제37권4호
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• pp.371-382
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• 2024

Measurement or prediction of compression index (C_c) of soils is essential for assessment of total and differential settlement of structures. It is a well-known fact that this parameter is controlled by several index identifiers of soil including initial void ratio, Atterberg limits, overconsolidation ratio, specific gravity, etc. Many studies in the past proposed relationships for prediction of C_c based on different index properties. Therefore, this study aims to present a comparison of previously proposed equations for estimation of C_c. Data from literature was compiled, and a total of 90 and 623 test results on remolded and undisturbed specimens were used to question the validity of previously proposed equations. Nevertheless, the modeling ability of 7 and 12 equations for estimation of C_c of remolded and undisturbed soils were questioned by use of compiled data. Moreover, new empirical relationships based on initial void ratio and toughness limit for prediction of C_c was proposed by use of nonlinear multivariable regression and evolutionary based regression analyses. The results are promising-the performances of models established are quite acceptable, which are verified by statistical analyses.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2007년도 공동학술대회 논문집
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• pp.285-290
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• 2007

Electrical and electromagnetic methods were widely applied to survey of civil engineering, environment site assessments and maintenance of underground structures in Korea. Electro-physical properties measurements of soil and rock are necessary in order to quantitatively estimate the ground from these survey results. A few geotechnical researcher groups have been simplified measurement system of the electro-physical properties, which was intermittently operating by the necessity. Recent strong concern about $CO_2$ underground storage and development of gas hydrate projects have urged many advanced countries. The electro-physical properties estimation of the deep object stratum is very importance for basic information of these research. So, advanced countries have a high-end measurement system with high temperature(200 degrees) and pressure(300 MPa), also they have been a lot of experience and know-how on the electro-physical properties measurement.

• 한국산학기술학회논문지
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• 제16권4호
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• pp.2891-2898
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• 2015

전자기장 효과를 이용한 준설토 장거리 이송기술이 개발되었다. 개발 기술의 효과를 정량적으로 평가하기 위해 계측 시스템을 이용하여 측정한 유속분포와 압력강하를 중심으로 전자기장 도입으로 인한 효과를 판단하였다. 대체 물질에 의한 실내실험과 실제 준설현장에서 장거리 이송기술을 적용해본 결과, 펌프만 사용하여 이송하는 경우보다 평균유속은 물론, 특별히 마찰층에서 속도증가가 있는 것을 확인하였다. 준설토 이송시, 이송관에 전자기장을 인가시켜줌으로써, 마찰층에서의 이송 저항을 감소시켜 전체적으로 속도를 증가시킴으로 인해 파이프에 의한 장거리 이송시 관내 압력강하를 줄이고, 유속을 증가시켜서 15km이상의 장거리 이송이 가능할 것으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.311-318
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• 2000

In constructions of dams and ports structure, gravels are used as principle structural materials. Gravels have different material property compared with other materials like soil and concretes, etc. For example, material properties of gravels obtained from normal triaxial compression test are usually overestimated due to scale and penetration effects. Also, material properties of gravels under dynamic loads are the main interest when structural behavior of rockfill dam under earthquake loads is analyzed. The development of large triaxial compression apparatus is needed for the better estimation of material property of gravel. This paper reports work in progress to development of large triaxial compression apparatus.

• 한국방재안전학회논문집
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• 제12권2호
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• pp.57-63
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• 2019

서울시에서 2010년부터 2016년까지 발생한 도로함몰 발생 건수는 총 4,737건으로 매년 증가하여 사회문제도 대두되고 있다. 특히 도로함몰은 충적층이 두껍게 분포하는 송파구와 구로구에 집중되어 나타나는데 이는 하수관로 또는 지하철이 통과하는 지역의 지반특성이 큰 영향을 미치기 때문이다. 도로함몰에 대한 대책방안을 수립하기 위해서는 누수가 발생하는 구간에서의 지반특성과 지반거동의 관계를 정확하게 규명하는 것이 필요하다. 이 논문에서는 충적층에 가장 흔하게 나타나는 사질토와 점성토를 대상으로 개별요소법 프로그램 중 하나인 EDEM 프로그램을 이용하여 지층 내 공동의 위치 및 크기를 달리하여 시뮬레이션을 수행하였다. 그 결과 점성토 지반보다 사질토 지반에서 함몰 규모가 크게 발생한 것으로 나타났으며, 점착력이 없는 사질토 지반에서는 지하 공동의 깊이가 깊고 지하 공동의 규모가 증가할수록 도로함몰이 쉽게 발생하는 양상을 보인 반면, 점착력이 있는 점성토 모델에서는 지하 공동의 깊이가 얕을수록 도로함몰이 쉽게 발생하는 양상을 보였다.

• 한국근적외분광분석학회:학술대회논문집
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• 한국근적외분광분석학회 2001년도 NIR-2001
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• pp.1615-1615
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• 2001

During the past ten years, Near Infrared Spectroscopy has been successfully applied to the analysis of a great variety of agriculture products. Previous works (Morra et al., 1991; Salgo et al., 1998) have shown the potential of this technology for soil analysis, estimating different parameters just with one single scan. The main advantages of NIR applications in soils are the speed of response, allowing the increase of the number of samples analysed to define a particular soil, and the instantaneous elaboration of recommendations for fertilization and soil amendment. Another advantage is to avoid the use of chemical reagents at all, being an environmentally safe technique. In this paper, we have studied a set of 129 soil samples selected from representative glasshouse soils from Southern Spain. The samples were dried, milled, and sieved to pass a 2 mm sieve and then analysed for organic carbon, total nitrogen, inorganic nitrogen (nitrate ammonium), hygroscopic humidity, pH and electrical conductivity in the 1:1 extract. NIR spectra of all samples were obtained in reflectance mode using a Foss NIR Systems 6500 spectrophotometer equipped with a spinning module. Calibration equations were developed for seven analytical parameters (ph, Total nitrogen, organic nitrogen, organic carbon, C/N ratio and Electric Conductivity). Preliminary results show good correlation coefficients and standard errors of cross validation in equations obtained for Organic Carbon, Organic Nitrogen, Total Nitrogen and C/N ratio. Calibrations for nitrates and nitrites, ammonia and electric conductivity were not acceptable. Calibration obtained for pH had an acceptable SECV, but the determination coefficient was found very poor probably due to the reduced range in reference values. Since the estimation of Organic Carbon and C/N ratio are acceptable NIIRS could be used as a fast method to assess the necessity of organic amendments in soils from Mediterranean regions where the low level of organic matter in soils constitutes an important agronomic problem. Furthermore, the possibility of a single and fast estimation of Total Nitrogen (tedious determination by modifications of the Kjeldahl procedure) could provide and interesting data to use in the estimation of nitrogen fertilizer rates by means of nitrogen balances.

• 한국환경농학회지
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• 제4권1호
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• pp.31-36
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• 1985

현미중(玄米中) 카드뮴, 아연(亞鉛) 및 연(鉛)의 함량추정(含量推定)에 적합(適合)한 토양침출액(土壤浸出液)을 선발(選拔)하여 토양분석치(土壤分析置)를 이용(利用)한 예측모형식(豫測模型式)을 다단계식(多段階式)나으로 분석(分析) 유도(誘導)해 본 결과(結果), 공시(公試)된 침출액(浸出液) 0.1M HCl, 0.1 M $HNO_3$, 0.001M 2Na-EDTA 및 0.1 M $NH_4-oxalate$ 중(中) 현미중(玄米中) 카드뮴과 가장 높은 상관(相關)을 나타낸 침출액(浸出液)은 0.001M 2Na-EDTA였고, 아연(亞鉛)은 0.1N HCl, 연(鉛)은 0.1 M $NH_4-oxalate$였으며 3종김속(種金屬) 모두와 높은 상관정도(相關程度)를 나타낸 침출액(浸出液)은 0.1M $NH_4-oxalate$였다. 또 토양특성(土壤特性)을 이용(利用)한 다중회귀분석결과(多重回歸分析結果) 현미중(玄米中) 카드뮴함양추정(含量推定)에는 pH와 Ca 함양(含量)이 가장 중요(重要)한 변수(變數)로 작용(作用)하였고, 현미중(玄米中) 아은(亞銀)은 CEC 및 Mg 함양(含量)이였으며, 현미중(玄米中) 연함양(鉛含量)은 Na함양(含量)을 제외(除外)한 Ca, CEC, pH, Mg, OM, K등 모든 특성(特性)이 중요(重要)한 변수(變數)였다.