• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2006년도 학술발표회 논문집
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• pp.327-336
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• 2006

Site coefficients in IBC and KBC codes have some limits to predict the rational seismic responses of a structure, because they consider only the effect of the soil amplification without the effects of the structure-soil interaction. In this study, upper and lower limits of site coefficients are estimated through the pseudo 3-D elastic seismic response analyses of structures built on linear or nonlinear soil layers considering the structure-soil interaction effects. Soil characteristics of site classes of A, B, and C were assumed to be linear, and those of site classes of D and E were done to be nonlinear and the Ramberg-Osgood model was used to evaluate shear modulus and damping ratio of a soil layer depending on the shear wave velocity of a soil layer. Seismic analyses were performed with 12 weak or moderate earthquake records, scaled the peak acceleration to 0.1g or 0.2g and deconvoluted as earthquake records at the bedrock 30m beneath the outcrop. With the study results of the elastic seismic response analyses of structures, new standard response spectrum and upper and lower limits of the site coefficients of Fa and Fv at the short period range and the period of 1 second are suggested Including the structure-soil interaction effects.

• 한국자원식물학회지
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• 제34권6호
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• pp.566-574
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• 2021

This research was carried out to investigate the correlation between soil chemical properties and bioactive compounds of Acer tegmentosum Maxim. The methods of determining bioactive compounds were determined by high performance liquid chromatography, that contained (-)-gallocatechin (0.04±0.01 ~ 0.43±0.28%), salidroside (0.90±0.06 ~ 3.86±0.59%), tyrosol (0.03±0.00 ~ 0.43±0.00%), (-)-catechin (0.05±0.01 ~ 0.37±0.14%), 6'-O-galloylsalidroside (0.02± 0.01 ~ 0.31±0.06%), (-)-epicatechin-gallate (0.01±0.00 ~ 0.04±0.01%). The soil chemical properties analysis such as soil pH, electric conductivity (EC), organic matter (OM), total nitrogen (TN), available phosphate (Avail. P₂O₅), exchangeable cation and cation exchange capacity (CEC) were performed following the standard manual. The correlation analysis between soil chemical properties and bioactive compounds of A. tegmentosum, soil pH, available phosphate and exchangeable cation (Ca²⁺ and Mg²⁺) were negatively correlated with content of salidroside. On the other hand, soil exchangeable cation (Na⁺) showed positive correlation with content of salidroside. The results of this study was able to investigate the correlation between soil chemical properties and bioactive compounds of A. tegmentosum.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1396-1403
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• 2009

The Ministry of Construction and Transportation (MOCT) has been constructing a nationwide soil information DB since 2000, as basic data for the construction of 'underground geographical information,' a project under the 2nd National Geo-spatial Information System (NGIS) master plan. The inputted soil information includes not only underground conditions such as the layer depth, type, color, and groundwater level, but also engineering information that can be applied to construction work design, such as on the standard penetration test and the compression test. It is difficult to use this information in soil analysis and design, however, because only the test results are currently available. A web-based geo-spatial information system was developed in this study to facilitate the effective application of the soil information database (DB). First, the space information, layer information, and engineering test information were loaded from the soil information DB in real time, and the earth volume, bearing capacity, and settlement were calculated to develop a web client that will evaluate the ground softness and liquefaction. It seems that the soil information DB can be actively applied to the planning and design of construction works using this system.

• 한국지진공학회논문집
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• 제14권4호
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• pp.1-15
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• 2010

이 논문에서는 연약지반에 세워진 건축물의 지진해석을 위해서 기준의 지반증폭계수에 대한 기초묻힘으로 인한 저감계수를 산정하는 연구를 비선형 의사 3D 지진해석이 가능한 P3DASS 유한요소 프로그램으로 수행하였다. 지반은 30m 두께로 균질하고 탄성과 점성이 있는 등방성 연약한 지반으로 암반 위에 놓인 것으로 가정하였고, 기초는 반경이 10-70m인 등가원형 강체기초로 기초묻힘은 0, 10, 20, 30m인 경우를 고려하였다. 지진해석은 노두에서 실측한 7개 지진기록의 유효지진가속도를 0.1g로 조정한 후 연약지반 밑 암반에서 지진기록을 생성하여 수행하였다. 연구에 의하면 매우 연약한 지반에 소형기초가 깊게 묻힌 경우 외에는 지반증폭계수가 점진적으로 감소하고 기초크기에 따른 편차도 크지 않은 것으로 평가되어 기초반경 별로 구한 저감계수에 대한 평균에 표준편차를 더한 저감계수를 기초묻힘에 따른 표준저감계수로 산정하였다. 지반증폭계수에 대한 표준저감계수를 실용화와 KBC 등의 기준을 위해 지반의 평균전단파속도와 지반종류에 따라 제안하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제27권3호
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• pp.11-21
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• 2022

The purpose of this study was to evaluate the influences of digestion temperature on the extraction of heavy metals from soil using the standard method established by Korean Ministry of Environment (KMES). A total of 7 heavy metals (As, Cd, Cr, Cu, Ni, Pb and Zn) in soil samples were extracted at varying digestion temperatures [(66 ± 2.0)℃, (73 ± 1.9)℃, (80 ± 1.3)℃, (85 ± 1.7)℃, (92 ± 2.0)℃, (98 ± 1.7)℃]. As, Cd, Cu, Pb and Zn concentrations remained relatively constant over the temperature range, but Ni and Cr concentrations greatly varied with the digestion temperature. The extent of variation in extraction efficiencies as compared to the concentration obtained at 66℃ was in following order; Ni (7.09% ~ 35.42%) > Cr (4.79% ~ 25.40%) > Zn (3.99% ~ 17.52%) > Cu (2.22% ~ 19.34%) > As (3.54% ~ 8.26%) > Cd (-5.08% ~ 1.08%) > Pb (-4.71% ~ -1.70%). The accuracy for certified reference materials at the digestion temperature of 80 and 85℃ was 98.7% ~ 105.8%. Therefore, digestion temperature of 80℃ ~ 85℃ is suggested to obtain reliable and reproducible data when the standard method by Korean Ministry of Environment is employed to analyze multiple heavy metal components in soil samples.

• 대한환경공학회지
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• 제36권5호
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• pp.359-366
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• 2014

합리적이며 효율적인 토양환경관리를 위해 대상 지역 혹은 국가의 상황과 조건에 적합한 토양생태위해성평가 기법을 개발하여 적극적으로 활용해야 한다. 우리나라의 경우도 수용체 중심의 환경정책이 본격화됨에 따라, 국내 실정에 맞는 토양생태위해성평가 기법의 개발이 요구되는 실정이다. 한편, 토양생태위해성평가는 다양한 영양단계 내 서식종의 독성자료를 필요로 하며, 독성자료 성격에 따라 예측무영향농도(Predicted No Effect Concentration, PNEC)를 산출하여 이용한다. 그러므로 독성자료 산출에 이용되는 시험종은 합리적이고 신뢰성 높은 위해성평가와 밀접한 연관성을 가진다. 따라서, 본 연구의 목적은 합리적이며 신뢰성 높은 국내형 토양생태위해성평가를 위해 필요한 국내 서식종을 선별하는 것이다. 구리와 니켈을 대상물질로 설정하였으며, 해당 오염물질의 독성자료를 수집하고, 국제 표준기관(ASTM, OECD, USEPA)에서 제시하는 표준 시험종을 조사하였다. 대상 시험종들은 영양단계별로 구분한 후 학술연구와 정부보고서, 생물도감 등을 통해 국내 서식종을 선별하였다. 본 연구결과. 표준시험종과 대상 물질 독성시험종은 각각 166, 120종으로 확인되었으며, 이 중 국내 서식종은 40, 17종인 것으로 확인되었다. 또한 본 연구에서는 국내 특성을 반영한 국내 서식종 선별자료를 아울러 제시하여 국내형 토양생태위해성평가 기법 수립의 기반을 조성하고자 하였다.

• 한국토양비료학회지
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• 제33권3호
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• pp.153-159
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• 2000

토성분석방법으로 사용되고 있는 표준비중계법 (Standard Method ; SM)과 개선비중계법(Simplified for Soil Texture Analysis ; SSTA)및 간이계산법(Simplified Clay Fraction Piocedure;SCFP)간의 $2{\mu}m$ 점토함량을 비교하고자 본 시험을 수행하였다. 사용된 시료는 점토함량이 2~40% 내외의 토양 28점이었다. 현재 국내사용 표준방법은 particle size Distribution을 위한 것이지, 토성판정을 위한 $2{\mu}m$ 점토함량을 계산하는데는 약간의 문제가 있는 것으로 판단되었으며 표준분석법과의 상관을 볼 때는 개선비중계법과 간이계산법 모두 1.0에 가까운 상관계수를 보였으나, 간이계산법의 경우 표준분석 법보다는 $2{\mu}m$ 점토함량이 0~2%정도 높게 평가 되었다. 또한 분석한 시료의 토성판정결과 표준분석법과 개선비중계법은 28점 모두 동일한 결과를 얻었으나, 표준분석법과 비교할 때 간이계산법은 28점중 4점이 다른 토성으로 판정되었다. 그러므로 표준분석법 방법보다는 개선비중계법 방법이 $2{\mu}m$ 점토함량을 측정하는데 더 신속하고 정확한 방법이 될 수 있을 것으로 판단되었다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2000년도 봄 학술발표회논문집
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• pp.289-296
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• 2000

This paper presents a method of seismic analysis for a 2-D fluid-structure-soil interaction systems. With this method, the fluid can be modeled by spurious free 4-node displacement-based fluid elements which use rotational penalty and mass projection technique in conjunction with the one point reduced integration scheme to remove the spurious zero energy modes. The structure and the near-field soil are discretized by the standard 2-D finite elements, while the unbounded far-field soil is represented by the dynamic infinite elements in the frequency domain. Since this method directly models the fluid-structure-soil interaction systems, it can be applied to the dynamic analysis of a 2-D liquid storage structure with complex geometry. Finally, results of seismic analyses are presented for a spent fuel storage tank embedded in a layered half-space and a massive concrete dam on a layered half-space.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2001년도 추계학술대회 논문집
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• pp.132-137
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• 2001

This paper presents a method of seismic analysis for a 2-D fluid-structure-soil interaction systems. With this method, the fluid can be modeled by spurious free 4-node displacement-based fluid elements which use rotational penalty and mass projection technique in conjunction with the one point reduced integration scheme to remove the spurious zero energy modes. The structure and the near-field soil are discretized by the standard 2-D finite elements, while the unbounded far-field soil is represented by the dynamic infinite elements in the frequency domain. Since this method directly models the fluid-structure-soil interaction systems, it can be applied to the dynamic analysis of a 2-D liquid storage structure with complex geometry. Finally, results of seismic analyses are presented for a spent fuel storage tank embedded in a layered half-space and a massive concrete dam on a layered half-space.

• 한국환경과학회지
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• 제12권4호
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• pp.447-459
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• 2003

This study was carried out to develop an efficient process far the elimination of phenol pollutant from soils. An microwave-assisted process (MAP) and a conventional Soxhlet extraction method (SEM) were employed to extract phenol from two types of soils. The effects of extraction methods, aged time of the spiked soil samples, extraction solvent and extraction time on the extraction performance were compared. Our results demonstrate that the recoveries from standard soil spiked were at least 10% higher fer MAP than these f3r the conventional Soxhlet. The extraction time by MAP requires significantly shelter time (1 min) than 15 h of the conventional Soxhlet. The recoveries from non-contaminated soil spiked with phenol were also almost identical f3r above results. The reduction of the extraction times with efficiency higher than that afforded by the conventional Soxhlet technique supports the suitability of the MAP method.