• Geomechanics and Engineering
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• 제7권5호
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• pp.539-552
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• 2014

A simplified probability-based design charts for stone column-improved ground have been presented based on the unit cell approach. The undrained cohesion ($c_u$) and coefficient of radial consolidation ($c_r$) of the soft soil are taken as the most predominant random variables. The design charts are developed to estimate the diameter of the stone column or the spacing between the stone columns by employing a factored design value of $c_r$ and $c_u$ so as to satisfy a specific probability level of the target degree of consolidation and/or a target safe load that needs to be achieved in a specified timeframe. The design charts can be used by the practicing engineers to design the stone column-improved ground by considering consolidation and /or bearing capacity of the improved ground.

• 대한치과보철학회지
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• 제33권3호
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• pp.569-583
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• 1995

Disinfection of dental impressions are necessary due to contamination with patient’s saliva and blood, which is a potential for cross-infection. The purpose of this study was to evaluate the effects of disinfection of four hydrophilic rubber impression materials with three disinfecting solutions, on the dimensional stability and surface hardness of improved stone casts. Three hydrophilic vinyl polysiloxane impression materials(Express, Reprosil, Exafine) and one polyether impression material(Impregum-F) were mixed according to the manufacturer’s directions and impressions were made on a ADA specification No. 19 stainless-steeldie. On removal of the impressions, each impression was immersed in one of the disinfectants(Banicide, Potadine, Clorox) for 10 minutes. After disinfection, type IV improved stone. casts were poured. On this cast, the linear dimension and surface hardness were measuredusing a Measurescope(Nikon, Japan) and a Barcol hardness tester(Barber, Colman Co U. S. A). The results were as follows : 1. The improved stone casts from disinfected Reprosil and Impregum-F impression material did not show dimensional changes(P>0.01). Those from disinfected Express and Exafine impression material showed dimensional changes(P<0.01). The amount of shrinkage was not clinically significant. 2. The improved stone casts from disinfected Express impression material did not exhibit changes in surface hardness(P>0.01), but those from disinfected Reprosil, Exafine, Imp regnum-F impression material showed changes in surface hardness(P<0.01). 3. The dimensinal stability and surface hardness of the improved stone casts were satisfactory using Banicide on Express, all disinfectants used in this study on Reprosil, Potadin and Clorox on Exafine, Banicide and Clorox on Impregum-F. According to these results, immersion disinfection of hydrophilic rubber impression mate rials did not adversely affect the resultant casts. Nevertheless compatibility tests of impression materials and disinfectants should be done when disinfecting impressions.

• 한국지반공학회논문집
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• 제26권12호
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• pp.61-70
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• 2010

해안매립지와 같은 연약한 점토지반에 시공된 쇄석말뚝의 내진성능 평가를 위해 1g 진동대 실험을 수행하였다. 개량전 후 지반의 동적응답특성을 비교하기 위해 가속도 증폭 및 시간에 따른 전단변형, 전단파 속도 등을 평가하였다. 실험 결과, 쇄석말뚝으로 개량된 지반의 전단변형은 개량되지 않은 지반에 비해 감소되는 경향을 보이나, 단주기 지진파에는 더 높은 수준의 지반 가속도 증폭이 발생되는 것으로 나타났다. 따라서 쇄석말뚝으로 개량된 지반의 내진성능 향상여부는 모형실험과 함께 지반응답해석 등의 수행하여 평가되어야 한다고 판단된다.

• Structural Engineering and Mechanics
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• 제50권1호
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• pp.121-135
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• 2014

Stone masonry structures are widely used around the world, but they deteriorate easily, due to low shear strength capacity. Many techniques have been developed to increase the shear strength of stone masonry constructions. The aim of this experimental study was to investigate the performance of stone masonry walls strengthened by metal connectors as an alternative shear reinforcement technique. For this purpose, three new metal connector (clamp) types were developed. The shear strength of the walls was improved by applying these clamps to stone masonry walls. Ten stone masonry walls were structurally tested in diagonal compression. Various parameters regarding the in-plane behavior of strengthening stone masonry walls, including shear strength, failure modes, maximum drift, ductility, and shear modulus, were investigated. Experimentally obtained shear strengths were confirmed by empirical equations. The results of the study suggest that the new clamps developed for the study effectively increased the levels of shear strength and ductility of masonry constructions.

• 대한치과보철학회지
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• 제37권3호
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• pp.301-312
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• 1999

The purpose of this study was to compare the accuracy of currently used elastomeric impression materials for complete arch impression taking. Five elastomers (Impregum, Permlastic, Express, Extrude, Examix) and one Irreversible hydrocolloid (Aroma-fine) were tested. For each material, 5 impressions were made of stainless steel model to which five tapered posts were attached. Custom trays were used for polyether and polysulfide impression materials, and putty/wash two step technique was used for addition polyvinylsiloxane impression materials. Improved stone mod els were poured to all impressions. Accuracy of the materials was assessed by measuring ten distances on stone dies poured from impressions of the master model. All measurements for master and improved stone models were made with three dimensional measuring machine. The results were as follows 1. The dimensional accuracy of polyether, extrude, and examix were significantly superior to poly-sulfide, exress, and alginate in reproducing full arch mode (p<0.05) 2. There were no statistical differences in dimensional accuracy for full arch impression between polyether extrude and examix (p>0.05). 3. there were no statistical differences in dimensional accuracy between polysulfide, express, and alginate(p>0.05). 4. There were no statistical differences between addition polyvinyl siloxane materials (p>0.05) 5. There were no statistical differences between anterior-posterior and lateral dimensional changes of all impression materials (p>0.05).

• 한국지반공학회논문집
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• 제28권4호
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• pp.115-124
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• 2012

스톤칼럼으로 개량된 연약점토지반의 내진성능을 평가하기 위해 1g 진동대 실험을 수행하였다. 실험결과 스톤칼럼으로 보강된 모형지반의 거동은 지반과 스톤칼럼의 상호작용에 관한 Baez의 가정을 기초로 구성된 1차원 수치모델과 유사한 결과를 보였다. 실험결과와 수치해석 결과에 따르면 스톤칼럼으로 보강된 연약점토지반은 반복 연화현상(Cyclic softening)등으로 발생하는 과다한 전단변형이 감소하는 경향을 보이지만 단주기 특성을 가지는 지진파가 스톤칼럼으로 개량된 지반에 가해지는 경우에는 개량지반의 증가된 강성으로 인해 개량되지 않은 지반에 비해 가속도가 크게 증가하는 현상이 발생할 수도 있는 것으로 나타났다.

• 한국산학기술학회논문지
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• 제18권1호
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• pp.715-723
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• 2017

이 연구에서는 고성능 시멘트 복합체의 잔골재 일부를 석분으로 대체하여 사용할 경우 재료의 성질 변화를 실험을 통해 살펴보았으며, 실험결과와 입도분포 특성과의 연관성을 여러 가지 모델들을 이용하여 분석하였다. 잔골재 중량 대비 0~30% 범위에서 석분을 치환한 시멘트 모르타르에 대해 유동성, 레올로지 특성, 강도 시험을 실시하였으며, 그 결과 석분 사용량이 증가함에 따라 유동성이 향상되고, 레올로지 정수(항복응력 및 소성점도)값이 감소하며, 압축강도 및 휨인장강도가 향상되는 것으로 나타났다. 이와 같은 실험결과는 모르타르를 구성하는 고체 입자들의 충전밀도와 밀접한 관련이 있으므로 최대 충전밀도를 얻기 위한 최적 입도분포 모델을 이용하여 그 영향을 분석하였다. 석분 사용량이 증가함에 따라 입자들의 입도분포가 최대 충전밀도를 얻기 위한 최적 입도분포에 더 가까워짐을 확인할 수 있었으며, 평균제곱근 오차를 이용하여 정량적으로 최적화 정도를 비교하였다. 석분 사용을 통한 입도분포 개선이 유동성의 향상과 소성점도의 감소, 그리고 강도의 향상에 미치는 영향은 관련한 여러 모델들을 이용하여 제시하였으며, 항복응력의 감소는 석분 사용에 따른 평균입경 크기의 증가와 관련이 있음을 보였다.

• 대한치과의사협회지
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• 제38권8호통권375호
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• pp.757-764
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• 2000

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.434-444
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• 2006

The stone column method is widely used in Europe as an alternative to conventional pile foundations. Several benefits of using the stone column method include sound performance, low cost, expediency of construction, and liquiefaction resistance, among others. Recently, geosynthetic-encased stone column approach has been developed to improve its' load carrying capacity through increasing confinement effect. Although such a concept has successfully applied in practice, fundamentals of the method have not been fully explored. This Paper Presents the results of an investigation on the loading carriying capacity of geogrid-encased stone column using a series of 2D finite element analyses. The results of the analyses indicated improved short- and long-term carrying capacity of the geogrid-encased stone column method over the conventional strone column method with no encasing.

• 한국의류산업학회지
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• 제8권1호
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• pp.129-133
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• 2006

To develope a high value-added fiber products which is useful in the human body physiology, the Macban stone was deposited on the PET fabric by sputtering and its effects were investigated. Then, a Macban stone target was prepared for sputtering treatment and treated on the PET fabric by RF sputtering process. After treatment, surface observation by SEM, far-infrared emissivity and emissive power, the fastness to washing and light, bacteriostatic rate, electrostatic, drape stiffness, and breaking strength of PET fabric were investigated. From these investigation, the following conclusions were obtained. 1) The Macban stone was able to deposit on the PET fabric, by the RF sputtering treatment which is eco-friendly dry textile finishing. 2) The far-infrared emissivity and emissive power of sputtered PET fabrics were increased. 3) When PET fabric was treated by sputtering with Macban stone, the amount of deposited Macban stone increased with increasing treatment time and it was deposited on the fabric surface firmly. 4) The bacteriostatic rate of sputtered PET fabrics was about 20%. 5) The electrostatic charge of fiber surface was reduced by sputtering. 6) The fastness washing to light of dyed fabric were improved by the deposition of Macban stone, but the breaking strength was not changed by sputtering. 7) The drape stiffness of sputtered PET fabrics increased with increasing treatment time.