• 한국지반공학회논문집
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• 제19권5호
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• pp.199-210
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• 2003

흙이 변형하는 동안 전단지역 내에서 변형국지화가 자주 관찰된다. 사실상, 그 현상은 예외적이라기보다는 전형적으로 보인다. 개념적으로, 행해진 일의 증가가 음인 경우 변형국지화가 쉽게 발생한다. 이러한 현상을 검증하기 위해서, 본 연구에서는 배수상태의 조밀한 흙, 비배수상태의 느슨한 흙, 비배수전단하의 조밀한 흙에서의 공동화, 비균질한 흙, 판상형의 입자로 된 흙에서의 입자배열, 입자 깨짐을 가지는 흙, 그리고 낮은 함수비나 약한 시멘트결합이 된 흙 등 다양한 흙과 다양한 조건에 대하여 조사를 수행하였다. 이러한 경우들의 각각을 독립적으로 시험할 수 있도록 시료를 제작하였고 실험절차를 구상하였다. 실험결과에 의하면, 최고점후 변형연화거동을 가지는 흙은 변형국지화, 전단대형성, 그리고 점진적 파괴가 되기 쉽다. 응력상태, 흙밀도, 흙입자의 고유적인 역학적$.$지형학적인 특성, 저함수비, 그리고 비균질성이 변형국지화를 일으키는데 공헌을 하였다. 국지화가 가능한 모든 경우들을 고려해 볼 때, 실내시험으로부터 한계상태정수를 결정하는 최선의 방법은 배수전단하의 느슨하고 균일한 포화시료를 사용하는 것으로 나타났다.

• 한국지반신소재학회논문집
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• 제10권3호
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• pp.33-41
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• 2011

본 논문에서는 국내 건설현장 29개 지점에서 국내 철도노반 다짐품질관리 방법인 반복평판재하시험과 LFWD(Light Falling Weight Deflection)에서 구한 변형률계수(Ev2)와 변형계수($E_{LFWD}$)에 대하여 응력보정을 통해 자갈재료와 사질토에 대하여 상관성을 비교하였다. 실험결과 대부분 다짐품질관리 기준을 만족하고 있으며, 입상재료의 경우 관리기준치에 약 3배이상 값을 나타내었다. 두 시험방법에 따른 상관성은 토사의 경우에는 서로 상관성이 높은 것으로 나타났지만, 강성이 상대적으로 큰 입상재료의 경우 두 시험간의 상관성이 적은 것으로 나타났다. 또한, 시험방법 별로 탄성계수를 구하여 응력상태를 보정한 후 회귀 분석한 결과 응력 보정하지 않는 조건보다 상관성이 더 높게 나타났다.

• 한국지진공학회논문집
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• 제20권4호
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• pp.223-234
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• 2016

To investigate earthquake responses of structures with basements affected by soil deposits, centrifuge tests were performed using an in-flight earthquake simulator. The test specimen was composed of a single-degree-of-freedom structure model, a basement and sub-soil deposits in a centrifuge container. The test parameters were the dynamic period of the structure model, boundary conditions of the basement, existence of soil deposits, centrifugal acceleration level, and type and level of input earthquake accelerations. When soil deposits did not exist, the earthquake responses of the structures with fixed basement were significantly greater than those of the structure without basement. Also, the earthquake responses of the structures with the fixed basement surrounded by soil deposits were amplified, but the amplifications were smaller than those of the structures without basement. The earthquake responses of the structures with the half-embedded basement in the soil deposits were greater than those estimated by the fixed base model using the measured free-field ground motion. The test showed that the basement and the soil deposit should be simultaneously considered in the numerical analysis model, and the stiffness of the half-embedded was not effective.

• 한국환경복원기술학회지
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• 제8권3호
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• pp.13-20
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• 2005

This study was conducted to suggest the ecological restoration methods of the decomposed granite cut-slope by organic soil amendment materials. Field test carried out for the cut-slope with organic soil amendment materials method and other three revegetation methods in Cheongwon. Test revegetation plants were Festuca arundinacea, Lolium perenne, Dactylis glomerata, Lespedeza cyrtobotrya, and Arundinella hirta. The result of this study can be summarized as follows; 1. The soil hardness, the soil acidity, and the soil humidity of organic soil amendment materials method were at a suitable value for plants growth. And it was better as compared with other three revegetation methods of cutting-rock slopes. 2. The result of toxic substance investigation, all items were at a suitable for standard law. 3. During one year after seeding, most plants germinated and especially Festuca arundinacea and Dactylis glomerata grows well. Seedling numbers were 336.7 per $m^2$(after 6 months), 183.3 per $m^2$(after 10 months), and 353.3 per $m^2$(after 6 months). Ten months later after seeding, plants showed 80% ground coverage. Visual rate, plant height, and growth rate were excellence, Also, high plant growth in spring better than autumn.

• 한국해양공학회지
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• 제22권4호
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• pp.51-58
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• 2008

The objective of this study was to investigate the mechanical characteristics of fiber-reinforced lightweight soil using waste fishing net or monofilament for recycling both dredged soils and bottom ash. Reinforced lightweight soil consists of dredged soil, cement, air foam, and bottom ash. Waste fishing net or monoiament was added the mixture in order to increase the shear strength of the lightweight soil. Test specimens were fabricated with various mixing conditions, including waste fishing net content and monofilament content. Several series of unconfined compression tests and direct shear tests were carried out. From the experimental results, it was found that the unconfined compressive strength, as well as the stress-strain behavior of reinforced lightweight soil was strongly influenced by mixing conditions. In this study, the maximum increase in shear strength was obtained with either a 0.5% content of monofilament or 0.25% waste fishing net. The unconfined compressive strength of reinforced lightweight soil with monofilament was greater than that of reinforced lightweight soil with waste fishing net.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1330-1333
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• 2009

The soil nailing method had used in variable construction field because of construction convenience and reinforcement effect. Especially, the removal soil nailing method is useful support system in vertical excavation. In this study, to develop the wedge type removable soil nailing method for improvement of the removal soil nailing method. Because of the reinforcement materials is most important in soil nailing method, to evaluate the mechanical characteristics during laboratory strength test in this study. To conduct bond strength test of deformed bar combined with a wedged screw inside plastic fixed socket for evaluate the strength characteristics of wedge type removable soil nailing method and evaluate the strength characteristics of fixed socket based on laboratory tests.

• 한국토양비료학회지
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• 제46권3호
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• pp.153-162
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• 2013

Most test methods for plant available soil phosphate are based on the extraction with a chemical solution. The objective of this study is to evaluate available phosphate of various tests at different soil phosphate levels. Two experiments were conducted as follows: i) Extracting capacities of soil phosphate tests - Mehlich III, Mehlich II, Bray I, Olsen, Kelowna, and Modified Lancaster(Mod. Lancaster) - were compared with that of Lancaster test for the soils collected from 32 paddy and 27 upland fields with various soil chemical properties. ii) Field trials on comparing to phosphate uptake by plant were accomplished by cultivating rice and corn plants in the pots filled with the soils. Available phosphate of Lancaster test was significantly correlated with those of Mehlich III, Mehlich II, Bray I, Olsen, Kelowna, and Mod. Lancaster. In upland soils, available phosphates of all the tests were curvilinearly regressed with phosphate uptake by corn. The determination coefficients ($R^2$) of the regression equation between available phosphate in soils and phosphate uptake by plants were ranged from 0.861 (Mehlich III) to 0.741 (Olsen). In paddy soils, the available phosphate measured by Mehlich III and Lancaster was significantly correlated with phosphate uptake by rice. In conclusion, Lancaster and Mehlich III tests could be used for predicting available phosphate in upland and paddy soils.

• 한국토양비료학회지
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• 제33권5호
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• pp.369-375
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• 2000

밭 토양 특히 시설재배 토양의 질소시비량을 결정하기 위한 효율적 검정법으로 확인된 $NO_3-N$의 간이 검정법을 개발하기 위하여 Hanna Ion Specific meter를 이용한 비색법과 Test strip Reflectometer를 이용한 측정법을 선정하고, 실험실 분석법인 Specific Ion Meter에 의한 이온 전극법 및 Kjeldahl 증류법과 함께 비교 분석하였다. 평가방법은 토양중 $NO_3-N$ 함량이 $25mg\;kg^{-1}$과 $55mg\;kg^{-1}$인 두 토양에 대하여 각 분석방법을 7반복씩 수행하여 표준편차를 비교하였고, 두 토양에 $NO_3-N$ 표준용액을 첨가하여 $NO_3-N$ 함량이 각각 100, 150, 200, 250, $300mg\;kg^{-1}$인 표준농도 계열에 대하여 7반복으로 분석하여 회수율을 비교하였다. 또한 $NO_3-N$ 함량이 $10mg\;kg^{-1}$에서 $340mg\;kg^{-1}$으로 분포되는 시설재배 토양 20개 시료에 대하여 3반복씩 분석하여 $NO_3-N$ 농도에 따른 측정치의 신뢰도를 비교하였다. 분석방법에 따른 측정치의 신뢰도와 회수율은 이온 전극법이 가장 양호하였고 Kjeldahl 증류법, Test strip 간이법, Hanna 비색법의 순이었다. 간이 검정법에 따른 비교에서 Hanna 비색법은 낮은 농도와 높은 농도에서 큰 오차를 보였으나 Test strip 간이법은 실험실 정밀분석법인 이온 전극법 및 Kjeldahl 증류법과 버금가는 신뢰도와 95% 이상의 회수율을 보였다. 따라서 단순한 분석절차와 짧은 분석시간을 고려해 볼 때 Test strip 간이법은 질소 시비량의 결정을 위한 현장의 간이 검정법으로 활용 가능한 것으로 평가되었다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제15권5호
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• pp.8-15
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• 2010

The purpose of this research is to check the validation of an auto-analysis method combined with aqua regia digestion apparatus for improvement of water distillation method used as a fluorine test of soil. Fluorine contents of CaO used in the pretreatment course of water distillation method were 120 mg/kg ~ 5,064 mg/kg at the blank test, which was exceeded up to maximum 12.5 times of the soil standard, so it was estimated due to a effect of fluorine existing as impurities of CaO. The recovery test of the same samples indicated that water distillation method and auto-analysis method were 134.5mg/kg and 161.7mg/kg respectively, the recovery ratio of the latter was 16.8% higher than the formal. The validation test of two methods satisfied the standard, but auto analysis method was excellent more than distillation method. Also, auto analysis method could save a analysis time up to maximum 4.7 times by comparison with water distillation method.

• International Journal of Naval Architecture and Ocean Engineering
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• 제7권4호
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• pp.720-738
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• 2015

This study examined the dynamic response of a subsea pipeline under an impact load to determine the effect of the seabed soil. A laboratory-scale soil-based pipeline impact test was carried out to investigate the pipeline deformation/strain as well as the interaction with the soil-pipeline. In addition, an impact test was simulated using the finite element technique, and the calculated strain was compared with the experimental results. During the simulation, the pipeline was described based on an elasto-plastic analysis, and the soil was modeled using the Mohr-Coulomb failure criterion. The results obtained were compared with ASME D31.8, and the differences between the analysis results and the rules were specifically investigated. Modified ASME formulae were proposed to calculate the precise structural behavior of a subsea pipeline under an impact load when considering sand- and clay-based seabed soils.