• 한국지반공학회논문집
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• 제24권2호
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• pp.77-86
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• 2008

흙의 교란영역과 측정값은 관입시험기의 크기에 영향을 받는다. 관입기의 크기가 작을수록 더 국부적인 값을 얻을 수 있다. 관입시험 시 흙의 교란을 최소화하면서 흙의 특성을 파악하기 위하여 극소형 마이크로콘(외경 5mm)을 설계 및 제작하였다. 선단저항력은 마이크로콘 선단부에 설치된 변형률계를 이용하여 측정하였다. 뿐만 아니라 선단 저항력으로부터 마찰저항력 성분을 효과적으로 제거하기 위하여 이중관 형식의 마찰 슬리브를 채택하였다. 설계 시 변형률계의 설치, 회로구성, 관입시스템, 관입속도, 측정률, 작동 온도, 그리고 calibration 과정이 고려되었다. 점토의 경계면, 점토-모래지반의 경계면을 마이크로콘을 적용함으로써 효과적으로 찾아 낼 수 있었다. 뿐만 아니라, 마이크로 콘과 직경 16mm의 미니어처 콘을 이용하여 측정한 선단저항력이 매우 유사하지만, 마이크로 콘의 해상도가 매우 높은 것으로 나타났다. 본 논문은 마이크로 콘이 매우 높은 해상도 그리고 주변지반의 변형을 최소화하면서 흙의 경계면을 효과적으로 감지할 수 있음을 보여준다.

• 한국유변학회:학술대회논문집
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• 한국유변학회 2001년도 Australian-Korean Rheology Conference 2001
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• pp.165.5-165
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• 2001

• 한국도로학회논문집
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• 제16권2호
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• pp.43-52
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• 2014

PURPOSES : To solve problems in current compaction control DCPT(Dynamic Cone Penetrometer Test), highly correlated with various testing methods, simple, and economic is being applied. However, it、s hard to utilize DCPT results due to the few numerical analyses for DCPT have been performed and the lack of data accumulation. Therefore, this study tried to verify the validation of numerical modeling for DCPT by comparing and analyzing the results of numerical analyses with field tests. METHODS: The ground elastic modulus and PR(Penetration Rate) value were estimated by using PFC(Particle Flow Code) 3D program based on the discrete element method. Those values were compared and analyzed with the result of field tests. Also, back analysis was conducted to describe ground elastic modulus of field tests. RESULTS : Relative errors of PR value between the numerical analyses and field tests were calculated to be comparatively low. Also, the relationship between elastic modulus and PR value turned out to be similar. CONCLUSIONS : Numerical modeling of DCPT is considered to be suitable for describing field tests by carrying out numerical analysis using PFC 3D program.

• 대한가정학회지
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• 제17권1호
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• pp.12-19
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• 1979

Five kinds of soybean curd were propared with five coagulants, such as, calcium sulfate, calcium chloride, magnesium chloride, glucono delta lactone and acetic acid. The products were evaluated by the sensory and objective examination. Optimal concentrations of each coagulant were determined. Soybean curd preparation was also standardized. The textural characteristics of the five soybean curds which were made by the standard recipe were measured by a Texturometer and a Penetrometer. The results were as follows : 1. From the proliminary study, the optimal concentration of coagulants for the soybean curd preparation, as determined by the sensory evaluation was 1.84% of calcium sulfute, 1.05% of calcium chloride. 1.84% of calcium sulfute, 1.05% of calcium chloride. 1.84% of magnesium chloride, 1.97% of glucono delta lactone and 0.48% 11of acetic acid. 2. As the result of the sensory evaluation, the most acceptable soybean curd was determined to be one with acetic acid. Next, in order of accetability , were magnesium chloride, calcium chloride, glucono delta lactone, calcium sulfate soybean curds and commerical soybean curd. 3. Through the objective examination of the five soybean curds by a Texturometer and a Penetrometer, it was found out that, calcium sulfate soybean curd was the hardest and the hardness decreased in order of glucono delta lactone, magnesium chloride, calcium chloride, and acetic acid soybean curd. Acetic acid soybean curd, the most acceptable , was 0.47 TU ; and calcium sulfate soybean curd, the least acceptable, was 1.73 TU.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.330-337
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• 2006

Resistivity cone penetrometer test (RCPT) can be employed at a relatively low cost for delineation of subsurface contamination in situ, and then be supplemented with a minimum confirmatory sampling and laboratory testing program. While the resistivity measurement have potential to investigate the subsurface contamination, resistivity measurements alone will lead to some degree of ambiguity in the results. In this study, capacitance measurement was incorporated into the RCPT to overcome the ambiguity inherent in electrical resistivity measurements for delineating the subsurface contamination. This study is focused on verifying the applicability of resistivity and capacitance measurements on CPT module to provide information on contaminated subsurface by heavy metal and petroleum hydrocarbon. Laboratory model tests were performed to evaluate the sensitivity of the measured resistivity and relative capacitance on the water content and different types of contaminants. Test results show that simultaneous measurement of electrical resistivity and capacitance can give more reliable information on subsurface contamination.

• 대한가정학회지
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• 제19권4호
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• pp.33-39
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• 1981

This study was attempted to determine the pectin contents of various fruits(Cherry, strawberry, plum, peach, apricot, apple, crabapple) and to investigate the changes in the properties of pectin and pectin gel during crabapple ripening. Methoxyl content, molecular weight and intrinsic viscosity were measured in ripened and unripened crabapples. In order to determine the characteristics of pectin gel, percent sag was measured by exchange Ridgelimeter, hardness and textural characteristics of jellies were measured by a penetrometer and a texturometer. The experimental results are summarized as follows: 1. The pectin contents of various fruits were 1.16% for cherry, 3.17% fir strawberry, 4.29% for plum, 5.51% for apricot, and pectin contents of peaches and apples varies depends on varieties from 4.54% to 5.61% to 6.52, respectively. The pectin contents of unripened and ripened crabapple wee 9.21% and 9.84% respectively, indicating that pectin content increased with fruit maturity. 2. The methoxyl contents, which was 6.61%~6.95%, was very low and it increased significantly during fruit ripening. Further, a decrease in acetyl content, intrinsic viscosity, molecular weight occurred during the ripening of crabapples. 3. The percent sag of crabapple jellies increased with fruit maturity from 5.26% to 5.79%, and the corresponding jelly grade decreased in ripened crabapple. 4. The hardness of jellies determined by a penetrometer was 79.15 pp.U. for ripened crabapple jelly, 90.62 pp.U. for unripe ned crabapple jelly. 5. In the textural characteristics of gels measured by a texturometer, the gels made from unripened crabapple were shown to have the highest values in hardness, cohesiveness, adhesiveness and gumminess.

• 약학회지
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• 제33권2호
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• pp.111-117
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• 1989

The optimum reaction conditions for the acid consuming capacity of aluminum silicate synthesized from the reaction of sodium silicate solution and potassium aluminum sulfate solution were investigated by Box-Wilson experimental design, and the micromeritic properties were examined by the means of BET $N_2$ adsorption, Hg penetrometer and methylen blue adsorption. The chemical composition of the samples were analyzed by gravitic method. The results were found to be as follows: optimum reaction temperature $54.7^{\circ}C$, both concentrations of reactant soln 15.7%, reactants molar ratio (Al/Si) 0.5 and drying temperature $65.0^{\circ}C$. The acid consuming capacity of the sample prepared by above optimum conditions was 68 ml and the chemical composition was $Al_2O_3{\cdot}3.6SiO_2{\cdot}3H_2O$. The relationship between acid consuming capacity and micromeritic properties could not found in the range of experiments. Therefore, it is assumed that the acid consuming mechanism of aluminum silicate depends on the neutralization of $Al_2O_3$ and buffer action of $SiO_2$ in sample.

• Current Research on Agriculture and Life Sciences
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• 제1권
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• pp.95-100
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• 1983

농기계(農機械)의 포장작업시(圃場作業時) 주행성능(走行性能)에 크게 영향(影響)을 미치는 토양경도(土壤硬度)를 깊이별로 측정(測定)하기 위한 토양경도계(土壤硬度計) 개발(開發)을 목적(目的)으로 스트레인 게이지를 이용(利用)한 토양경도계(土壤硬度計)를 제작(製作)하여 경도(硬度)를 측정(測定)한 실험(實驗)에서 얻어진 결과(結果)를 요약(要約)하면 다음과 같다. Strain gage를 이용(利用)한 토양경도계(土壤硬度計)의 Calibration곡선(曲線)이 상관계수(相關係數)가 0.99876, Dial gage를 이용(利用)한 기존(旣存) 시험기(試驗器)의 Calibration 곡선(曲線)이 상관계수(相關係數)가 0.97150으로 나타나 Strain gage를 이용(利用)하는 쪽이 더욱 정밀(情密)한 측정(測定)이 가능(可能)하였다. 동일(同一) 토양(土壤)에 대(對)한 측정치(測定置)의 표준편차(標準偏差)는 모래, 논흙 2종(種)의 토양(土壤)에 대(對)하여 각각(各各) Strain gage를 이용(利用)한 토양경도계(土壤硬度計)가 6.794, 8.271, Dial gag를 이용(利用)한 기존(旣存) 시험기(試驗器)가 7.490, 9.161로 나타나 Strain gage를 이용(利用)하는 쪽이 측정오차(測定誤差)가 작았다.

• 한국지반공학회논문집
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• 제31권2호
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• pp.39-46
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• 2015

불포화토의 함수비 변화에 따라 유전상수는 민감하게 변화하므로, TDR 프로브를 이용하여 유전상수를 측정함으로써 흙의 체적함수비를 산정하기 위한 연구가 여러차례 시도되어 왔다. 본 연구에서는 불포화지반의 깊이에 따른 함수상태를 획득하기 위하여 관입형 TDR 프로브(TDRP)를 개발 및 현장적용을 수행하였다. 개발된 TDRP는 콘, 주면부, 롯드, 그리고 해머 및 가이드로 구성된다. 지반의 유전상수를 측정하기 위한 세개의 전극은 주면부의 표면에 설치되었으며, 세개의 전극은 동축선과 연결한 후, reflectometer에 연결하여 TDRP 측정 시스템을 구성하였다. 체적함수비-유전상수의 관계를 결정하기 위하여, 실내실험에서 체적함수비 변화에 따른 주문진사의 유전상수를 측정하였다. 실험결과, 체적함수비-유전상수의 관계는 프로브의 설치방식에 관계없이 3차 다항식으로 결정되었으며, 시료의 체적함수비와 높은 상관성을 나타내었다. TDRP의 현장적용실험은 현장에서 소형 sampler로 채취된 시료의 중량함수비 결과와 비교 및 분석되었으며, TDRP로 산정된 체적함수비와 유사한 경향을 보였다. 본 연구에서 개발된 관입형 TDR 프로브는 관입심도에 따라 대상지반의 체적함수비를 효과적으로 평가할 수 있을 것으로 판단된다.

• 한국지반신소재학회논문집
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• 제13권3호
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• pp.21-30
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• 2014

본 연구에서는 남원 사면현장에서 채취된 화강풍화토를 이용하여 경량 동적콘관입시험기의 국내 사면현장에서 적용성을 조사하였다. 그리고 다짐도와 함수비 변화에 따른 경량 동적콘관입시험을 수행하고, 다짐도, 간극비, 포화도와 콘관입 저항치와의 상관성을 분석하였다. 그 결과로 최적함수비의 건조측에서 함수비 증가와 더불어 관입저항치가 급격히 증가하고 습윤측에서 크게 감소하는 경향을 나타내었다. 또한 물리적 특성과의 상관관계에서 다짐도 및 포화도가 클수록 콘 저항치가 선형적으로 증가하는 것을 확인하였다. 이로 인해 역학특성 변화에 따른 함수비, 간극비, 포화도와 콘관입저항치 사이에 높은 상관성을 보여 사면조사시 경량 동적콘관입시험기의 현장적용이 가능할 것으로 판단된다.