• 보존과학회지
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• 제32권2호
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• pp.273-291
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• 2016

차령산맥 남북의 7개 유적에서 신석기시대 빗살무늬 토기부터 조선시대 백자까지 시대적으로 일부 시료를 선별하여 물리화학적 및 광물학적 정량분석을 통해 고대 세라믹의 제작기술과 특성을 해석하였다. 연구대상 선사시대 토기는 연질에 테쌓기한 흔적이 나타나며, 삼국시대 토기는 연질과 경질이 공존하나 자비와 저장용기는 모두 테쌓기한 반면 배식기는 물레성형하였다. 태토의 정선도가 높은 삼국시대 이후 토기와 달리 신석기 및 청동기시대 토기는 사질태토에 높은 광물 함량을 보이며, 태토보다 큰 비짐이 다량 확인된다. 청자와 백자 기질에서는 일차광물이 거의 나타나지 않으나 고온생성 광물의 함량이 높게 동정되었다. 분석시료들은 시기에 관계없이 유적에 따라 주성분 및 미량원소에 약간의 차이가 나타났다. 지구화학적 거동특성도 거의 동일하여 태토의 기본적 성질은 유사한 것을 지시한다. 작열감량은 0.01~12.59wt.% 범위를 보여 편차가 크나, 선사시대에서 삼국시대로 가며 급격히 감소한다. 이들은 소성에 따른 중량감소율과 관련이 있으며, 태토의 소성도와 고온생성 광물의 검출 함량에 따라 5그룹의 추정 소성온도로 분류된다. 신석기시대와 청동기시대 토기는 모두 $750{\sim}850^{\circ}C$ 그룹에 속하고, 삼국시대 토기는 $750{\sim}1,100^{\circ}C$의 소성온도 범위에서 다양하게 확인되며, 청자와 백자는 $1,150{\sim}1,250^{\circ}C$의 고온에서 소성된 것으로 나타났다. 제작시기에 따른 태토의 정선도와 소성온도 차이는 제작기술이 발전함에 따라 원료수급과 소성방식이 변화된 결과로 보인다. 그러나 같은 시기에도 제작방법에 차이를 보이기도 하여, 단순히 한 방향으로 진화된 발전보다는 사용 목적과 필요에 따라 활용한 것으로 해석된다.

• 한국토양비료학회지
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• 제26권1호
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• pp.1-9
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• 1993

경북(慶北) 일부(一部) 지역(地域)에 분포(分布)되어 있는 회색혈암(灰色頁岩)의 잔적층모재(殘積層母材), 붕적층모재(崩積層母材) 및 충적층모재에서 유래(由來)되고 지형적(地形的)으로 연쇄성(連鎖性)이 있는 토양(土壤)(대구통(大邱統), 시예통(詩禮統), 반호통(盤湖統), 비곡통(秘谷統))을 대상(對象)으로 토양점토광물(土壤粘土鑛物)에 대한 광물학적(鑛物學的) 특성(特性)과 생성과정(生成過程)을 구명(究明)하기 위해 모래, 미사(微砂), 점토(粘土)의 화학조성(化學組成), 광물(鑛物)의 분리동정(分離同定) 및 특성변화(特性變化)를 조사(調査)함과 아울러 수산화간층광물(水酸化間層鑛物)(Hydroxy-interlayered Mineral)의 해명(解明)과 특(特)히 점토광물(粘土鑛物)의 정량(定量)을 시도(試圖)하였던 바, 그 결과(結果)를 요약(要約)하면 다음과 같다. 1. 점토광물(粘土鑛物)의 분포(分布)는 표고별(標高別) 모재(母材)의 형태(形態)에 따라 상이(相異)하였으며 주요(主要) 광물(鑛物)은 illite, Vermiculite, Kaolin 광물(鑛物), 그리고 수산화간층광물(水酸化間層鑛物)이며, 부광물(副鑛物)로 혼재(混在)하는 광물(鑛物)은 illite와 Chlorite 또는 Vermiculite의 혼층광물(混層鑛物)과 chlorite였음. 2. 잔적층모재토양(殘積層母材土壤)의 점토광물(粘土鑛物) 분포(分布)에서 시예통(詩禮統)은 Kaolin광물(鑛物) 조성(組成)이 높은 반면 상부(上部)에 위치(位置)하고 토양발달(土壤發達)이 상대적(相對的)으로 낮은 대구통(大邱統)에서는 illite, Vermiculite 및 수산화간층광물(水酸化間層鑛物)의 2:1형(型) 점토광물(粘土鑛物) 분포(分布)가 높았음. 3. 붕적층(崩積層)과 충적층모재 토양(土壤)에서는 illite와 혼층광물(混層鑛物)의 조성(組成)이 높았으며 수산화간층광물(水酸化間層鑛物)의 조성(組成)은 잔적층모재(殘積層母材) 토양(土壤)에 비해 낮았다. 4. 토양점토광물(土壤粘土鑛物)의 생성과정(生成課程)은 대구통(大邱統) ; illite ${\rightarrow}$ vermlculite ${\rightarrow}$ 수산화간층광물(水酸化間層鑛物), 시예통(詩禮統); Vermiculite ${\rightarrow}$ Kaolin 광물(鑛物), 반호통(盤湖統)과 비곡통(秘谷統) ; illite ${\rightarrow}$ illite/Vermiculite 또는 chlorite 혼층광물(混層鑛物) ${\rightarrow}$ Vermiculite의 풍화단계(風化段階)가 우세(優勢)하게 진행(進行)되는 것으로 추정(推定)되었다. 5. 점토광물(粘土鑛物)의 정량분석(定量分析) 결과(結果), vermiculite함량(含量)은 반호통(盤湖統)과 비곡통(秘谷統)(12%), Kaolin광물(鑛物)은 시예통(詩禮統)(18%), 그리고 수산화간층광물(水酸化間層鑛物)은 대구통(大邱統)(22%)에서 높았다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 암반역학위원회 학술세미나 논문집
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• pp.103-114
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• 2002

Stability of cut-slope is considered to have a deep relationship with rock types since rock has its own engineering and geological characteristic such as shear strength, durability, weathering profile, geological structures. Therefore, analysis of geological and engineering characterisics of rock mass is essential for the evaluation of rock slope stability This paper introduces the statistical data of slope failure cases which was collected from highway slopes constructed in sedimentary rock mainly of shale in Ky ng-sang Basin. Primary failure feature in this area is planar failure along the bedding regardless of slope geometry. Even a disasterous slope failure case due to the thick clay layer between the beddings was reported. Failures and rock fall were reported to ocurred frequently after the completion of cutting due to the weathering, so long-term slope stability should be considered as a important factors in design.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.339-346
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• 1999

The stability of rock slope is considered to have a deep relation with types of rocks because types of rocks have their own typical weathering profiles, geological structures and characteristics of failures. Therefore it is essential for the evaluation of rock slope stability to analyze geological and engineering characteristics in rock mass. The data which collected from investigated slopes in sedimentary rock of Kyengsang Basin along highways were analyzed. Primary factors affecting slope stability in rock mass are: dips and strikes of slopes and discontinuities, shear strength of discontinuities, slope geometry and geological structures etc.

• 한국안전학회지
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• 제14권2호
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• pp.116-121
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• 1999

When plate anchors are embedded in soft clay, they may undergo a deformation under the pressure of sustained load. The critical depth at which the transition from a shallow to a deep anchor takes place depends on the properties of soil. Laboratory model tests were performed for the short-term net ultimate uplift capacity of a circular anchors with respect to various embedment depths and moisture content in saturated kaolinite. The tests have been conducted with the anchor at two different moisture contents. Based on the model test results, empirical relationships between the net load, rate of strain, and time have been developed. In creep tests of kaolinite for load versus ultimate uplift capacity, the displacement of plate anchors rapidly increases during the primary stage but thereafter becomes constant over a period of time.

• Geomechanics and Engineering
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• 제6권4호
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• pp.377-389
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• 2014

The vacuum consolidation method which was proposed by Kjellman in 1952 has been studied extensively and used successfully since early 1980 throughout the world, especially in East and Southeast Asia. Despite the increased successful use, different opinions still exist, especially in connection to distribution of vacuum with depth and time in vertical drains and in soil during preloading of soft ground. Porewater pressure measurements from actual cases of field vacuum and vacuum-fill preloading as well as laboratory studies have been examined. It is concluded that (a) a vacuum magnitude equal to that in the drainage blanket remains constant with depth and time within the vertical drains, (b) as expected, vacuum does not develop at the same rate within the soil at different depths; however, under ideal conditions vacuum is expected to become constant with depth in soil after the end of primary consolidation, and (c) there exists a possibility of internal leakage in vacuum intensity at some sublayers of a soft clay and silt deposit. A case history of vacuum loading with sufficient subsurface information is analyzed using the ILLICON procedure.

• Nuclear Engineering and Technology
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• 제44권1호
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• pp.89-102
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• 2012

The buffer and backfill are important components of the engineered barrier system in a high-level waste repository, which should be constructed in a hard rock formation at a depth of several hundred meters below the ground surface. The primary function of the buffer and backfill is to seal the underground excavation as a preferred flow path for radionuclide migration from the deposited high-level waste. This study investigates the hydraulic conductivity and swelling pressure of Kyungju Ca-bentonite, which is the candidate material for the buffer and backfill in the Korean reference high-level waste disposal system. The factors that influence the hydraulic conductivity and swelling pressure of the buffer and backfill are analyzed. The factors considered are the dry density, the temperature, the sand content, the salinity and the organic carbon content. The possibility of deterioration in the sealing performance of the buffer and backfill is also assessed.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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• pp.92-98
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• 1998

Nonlinear finite element analyses of one dimensional consolidation problem were performed using an anisotropic hardening constitutive model. For the analyses, the anisotropic hardening elasto-plastic constitutive model based on the generalized isotropic hardening(GIH) rule was implemented into a nonlinear finite element analysis program, PLASTIC. In order to preserve the accuracy of the finite element solution for nonlinear problems, an implicit stress integration algorithm was employed. A consistent tangent moduli could also ensure the quadratic convergence of Newton's method. As a result, the nonlinear solution was accurately calculated and was converged to be asymptotically quadratic. In a consolidation problem, the relationship between load and settlement and between settlement and time vertical was analyzed comparing with results using the Cam-clay type model and the final consolidation settlement and the duration of primary consolidation could be evaluated rigorously using the GIH constitutive model.

• 아동학회지
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• 제25권6호
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• pp.371-383
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• 2004

In this study, 197 4- to 6- year-old Korean children wereindividually tested with Concepts about Print(CAP Clay, 2000), the Picture Vocabulary Test(Kim, Jang, Lim & Bak, 1996), Korean-Wechsler Preschool and Primary Scale of Intelligence : Verbal Test (K-WPPSI), and the Basic Academy Skills Assessment : Reading(Kim, 2000). Data were analyzed by Pearson-correlation, analysis of variance, and factor analysis. There were significant differences of CAP mean scores by age. Within the subcategories of CAP, Book Orientation Concepts and Print-convention were acquired earlier than other subcategories, followed by Print-direction, Print-order and Advanced Print Concepts in that order. The scores of CAP were positively correlated with the Picture Vocabulary Test, the K-WPPSI verbal test and the reading test.

• 약학회지
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• 제29권2호
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• pp.96-102
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• 1985

Innovated utilization of Korean kaolins as pharmaceuticals is attempted, for which relevant properties including adsorptive behaviours are observed in connection with their mineralogical structures. In practice, physico-chemical properties are assessed by means of IR, XRD and thermal analysis including DTA, TG and DSC. Elemental analysis of the ore specimens under investigation is carried out in conventional manners. It is found that the chemical compositions are varied significantly with sampling sites and primary classifications. The clay ores thus analyzed are mainly composed of halloysite species. Proper benefication of the raw clays is necessary so that authentic requirements for medicinal use may be satisfied. White-colored premium grade halloysite could be utilized as therapeutics with relative ease after purification. Evidence indicates that gibbsite-like impurities are intercalated between the 1 : 1 layered moieties. Thermal behaviours may be characterized in such a fashion that loss of free water occurs near 100.deg. C and further heatings result in liberation of bound water near 500.deg. C, with subsequent transformation into amorphous metastable entities. Through thermal activation, enhanced pharmaceutical effects could be envisaged.