• Journal of the Korean Recycled Construction Resources Institute
• /
• v.2 no.3
• /
• pp.209-216
• /
• 2014

One of the widely used NDT(Non-destructive techniques) is the ultrasonic pulse velocity (USPV) method, which determines the travel time of the ultrasonic pulse through the tested materials and most studies were focused on the results expressed in time domain. However, the signal of ultrasonic pulse in time domain can be transformed into frequency domain, through Fast fourier transform(FFT) to give more useful informations. This paper shows a comparison of changes in the pulse velocity and frequency domain signals of concrete for various load histories using lightweight fine aggregates. The strength prediction equation for normal concrete using USPV cannot be used to estimate lightweight fine aggregate concrete strength. The signals in frequency domain of ultrasonic pulse of lightweight fine aggregate concrete does not show any significant difference comparing with those of normal concrete. The increases in stress levels of concrete change the pulse velocities and maximum frequencies, however the apparent relationship between themselves can not be found in this experiment.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.04a
• /
• pp.409-412
• /
• 2008

There are many methods to improve the performance of concrete. Especially, admixture materials used in concrete as the replacement materials of cement, could fluidity, strength and durability of concrete. So recently, the terminology "High-Performance Concrete(HPC)" has been introduced into the construction industry. Most hige-performance concrete have a high cementitious content and a low water-cementitious material ratio. The proportions of the individual constituent vary depending on lacal preferences and local materials. Therefore, many trial batches are usually necessary before a successful mix is developed. The objective of this experiments is to investigate the fundamental properties of high performance concrete based binary cimentitious materials such as ordinary portland cement and ground granulated blast furnace slag. In this study, Use granulated blast furnace slag (30%, 45%, 60%) and water cementitious content (26%, 30%, 34%) take the gauge of capacity that strength, carbonation and XRD, X-Ray Diffraction test

• Journal of the Korean Geotechnical Society
• /
• v.33 no.6
• /
• pp.27-36
• /
• 2017

Gravel compaction pile method has been widely used to improve the soft ground on the land or sea as one of the soft ground improvement technique. The ultimate bearing capacity of the ground reinforced by gravel compaction piles is affected by the soil strength, the replacement ratio of pile, construction conditions, and so on, and various prediction equations have been proposed to predict this. However, the prediction of the ultimate bearing capacity using the existing models has a very large error and variation, and it is not suitable for practical design. In this study, multiple regression analysis was performed using field loading test results to predict the ultimate bearing capacity of ground reinforced by gravel compaction pile, and the most efficient input variables are selected through evaluation of error by leave one out cross validation, and a multiple regression equation for the prediction of ultimate bearing capacity was proposed. In addition, the prediction error was evaluated by applying artificial neural network using the selected input variables, and the results were compared with those of the existing model.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.21 no.5
• /
• pp.141-147
• /
• 2017

Recently, lots of researches on concrete with high volume mineral admixtures such as ground granulated blast-furnace slag(GGBS) have been carried out to reduce greenhouse gas. The high volume GGBS concrete has advantages such as low heat, high durability, but it has a limitation in practical field application, especially low strength development in early ages. This study investigated the compressive strength and hydration characteristics of high performanc and volume GGBS cement pastes with low water to binder ratio. The effects of fineness($4,330cm^2/g$, $5,320cm^2/g$, $6,450cm^2/g$, $7650cm^2/g$) and replacement(35%, 50%, 65%, 80%) of GGBS on the compressive strength, setting and heat of hydration were analyzed. Experimental results show that the combination of high volume slag cement paste with low water to binder ratio and high fineness GGBS powder can improve the compressive strength at early ages.

• Aerospace Engineering and Technology
• /
• v.11 no.2
• /
• pp.96-102
• /
• 2012

Recently, interests about frame error reduction method, using multiple PCM data which are received at several ground stations, are increasing. Simple data merge method is already applied to data processing system at Naro Space Center and have been used in the first and the second flight test analysis of KSLV-I. This paper is focused on error reduction with error correcting merge algorithm and time-delayed data correction algorithm. Result of applying the proposed algorithms to the flight test data shows 1.32% improvement in error rate, compared to simple-data-merge method. It is considered that presented algorithms could be very useful in generating various telemetry merge data.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.2 no.1
• /
• pp.52-59
• /
• 2014

This study examines the compressive strength, elastic modulus and splitting tensile strength of geopolymer concrete in order to evaluate its mechanical characteristics according to the admixing of fly ash and blast furnace slag. Moreover, identical tests are also conducted considering the amount of powder, the mixing ratio of alkali activator and the mixing ratio of silica fume for further comparative analysis considering various variables. The comparison with the formulae specified in Korean and overseas codes reveal that a mixing ratio of 18% is adequate for the alkali activator and that a replacement ratio of 5% by silica fume is recommended for silica fume. The elastic modulus of the geopolymer concrete appears to increase slightly with the increase of the compressive strength per variable and age and to be smaller than the values predicted by the formulae specified in Korean and overseas codes. In addition, the examination of the stress-strain curves shows that the geopolymer concrete exhibits ductile behavior compared to the conventional OPC. In view of the splitting tensile strength, high strength is observed for a powder content of $400kg/m^3$ and a replacement ratio of 18% by silica fume. The resulting ratio of the compressive strength to the splitting tensile strength is seen to range between 8.7 and 10.2%.

• Journal of Chest Surgery
• /
• v.30 no.12
• /
• pp.1197-1204
• /
• 1997

Between April 1981 and June 1996, 65 patients had aortic root replacement at our institution. Disease entities were pure aortic annuloectasia in 31 patients(47.7%), Stanford type A aortic dissection with annuloectasia in 8(43.1%), atherosclerotic aneurysm with aortic regurgitation in 4(6.2%), and paravalvular leakage after aortic valve replacement in 2(3.1 %). 34 patients(52.3%) had the clinical stigmata of the Marfan syndrome. The operative procedures were Bentall operation in 61 patients(93.8%); 3 of conventional procedure and 58 of Cabrol's modification, aortic valve-sparing operation in 2(3.1 %), and root replacement with homograft in 2(3.1%). Hospital deaths occurred in 3 patients(4.8%) because of uncontrolled bleeding(1) and bypass weaning failure due to low cardiac output(2), and all had emergency operation with Cabrol's procedure. Postoperative complications developed in 19(29.2%) patients and most of them were transient. Surviving 62 patients have been followed up to cumulative total 315.0 patient-years(mean 60.2 $\pm$42.4 months). Late deaths occurred in 7 patients(11.3%), aneurysmal changes of remaining aorta were detected in 12 patients(19.4%). Actuarial survival rate at 10 years was 72.0 $\pm$ 9.7%, and the subsequent aortic operation-free rate at 10 years was 68.0$\pm$ 8.9% In a multivariate analysis, Marfan syndrome, emergency operation, preoperative dissection, combined arch replacement, and total circulatory arrest emerged as significant risk factors for hospital death or subsequent aortic operation. Over 60 years of age was the only risk factor for late death. Our 16 years'cummulative experience shows that aortic root replacement, mainly by means of Cabrol's procedure, can be applied successfully to variety of aortic root disease. However, long-term follow up will be needed to determine the late result of aortic valve-saving operation and root replacement with homograft. When dissection is present or the distal native aorta is diseased in'Marfan patients, close follow-up is necessary because of the subsequent aneurysmal change of remaining aorta.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.24 no.3
• /
• pp.63-69
• /
• 2020

The volume of construction waste material from the entire waste material volume in Korea is approximately 47.3% to take the biggest ratio, and from them, the waste concrete takes up approximately 62.8% that recycling is an urgent issue to address. Therefore, the government recommends more diverse and broader facilitation of the recycled aggregate in order to promote recycling the construction waste materials. In addition, when using concrete recycled aggregate in building, building standard such as floor area ratio and building height are being mitigation. The standard is a condition that mitigation the floor area ratio by up to 15% when using up to 25% of concrete recycled aggregate. Therefore, this study reviewed the relaxation of construction of construction standards when using concrete recycled aggregate in order to actively recommend the use of concrete recycled aggregate. And using the recycled coarse aggregate among the recycled aggregate, the appropriate mixing time in the batch plant according to the substitution rate was derived. In addition, using recycled aggregate admixture in order to improve the drying shrinkage, did comparative analysis about physical and mechanical property of concrete.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2010.08a
• /
• pp.10-10
• /
• 2010

가시광역에서 80% 이상의 높은 투과율과 전기전도성을 동시에 갖는 투명전도성 산화물(TCO) 박막은 LCD, PDP, OLED, 태양전지 등의 다양한 분야에 투명전극재료로서 사용되고 있다. 이들 TCO 박막은 Magnetron sputtering, Chemical vapor deposition, Pulse laser deposition, Ink jet등과 같은 다양한 방법으로 증착할 수 있지만, 대면적의 기판에 균일한 박막형성 및 박막과 기판의 높은 부착력등 양산성의 관점에서 우월성을 가지고 있기 때문에 생산라인에서는 DC magnetron sputtering법이 주로 사용되고 있다. 이 경우, 산화물 박막의 미세구조, 내부응력, 광학적 및 전기적 특성은 스퍼터링 과정에서 발생하는 고에너지 입자들의 기판입사 충격에 크게 의존하기 때문에 고품질의 TCO박막을 제작하기 위해서는 증착공정인자들의 제어는 매우 중요한 것으로 알려져 있다. 대표적 TCO박막재료로서 $In_2O_3$계, ZnO계 및 $SnO_2$계를 들 수 있으며, 이들 중에서 Sn을 $In_2O_3$에 치환고용시킨 ITO박막의 경우, 전기적 및 광학적 특성이 상대적으로 우수하기 때문에 실용화 TCO박막으로서 가장 널리 사용되고 있다. 한편, Flexible display의 경우, 유연성의 폴리머기판위에 증착되는 TCO박막에 대하여 요구되는 특성으로는 높은 투과율 및 낮은 비저항은 물론, 박막표면의 평활도 (낮은 표면조도), bending에 대한 높은 기계적 특성 (낮은 내부응력), 수분침투에 대한 높은 barrier특성 및 저온공정 등을 들 수 있다. 그러나 높은 전기전도도를 가지는 ITO박막을 제작하기 위해서는 $200^{\circ}C$ 이상의 증착온도가 필요하며, 이때 얻어진 다결정의 ITO박막은 높은 표면조도 및 bending시에 낮은 기계적 내구성이 문제점으로 지적되고 있다. 한편, 기판가열 없이 증착한 비정질 ITO박막은 낮은 표면조도, 높은 엣칭속도 및 양호한 식각특성을 나타내지만, 상대적으로 높은 비저항 및 기판과의 낮은 부착력 등이 지적되고 있다. 따라서 본 강연에서는 비정질 ITO박막의 결정화 온도 (약 $160^{\circ}C$) 이상에서도 비정질 구조를 유지하기 때문에 낮은 표면조도와 높은 엣칭속도를 가지면서 상대적으로 전기적 특성과 기계적 내구성이 개선된 새로운 고온형 비정질 TCO박막에 대한 최근의 연구성과를 소개하고자 한다.

• Journal of the Korea Institute of Building Construction
• /
• v.18 no.4
• /
• pp.329-335
• /
• 2018

The objective of this study is to develop a mortar mixture with high workability and adhesive strength for section jacketing in seismic strengthening technology of existing concrete structures. To achieve targeted requirements of the mortars (initial flow exceeding 200 mm, compressive strength of 30MPa, and adhesive strength exceeding 1MPa), step-by-step tests were conducted under the variation of the following mixture parameters: water-to-binder ratio, sand-to-binder ratio, polymer-to-binder ratio, dosage of viscosity agent, and content of ultra-rapid-hardening cement. The adhesive strength of the mortars was also estimated with respect to the various surface treatment states of existing concrete. Based on the test results, the mortar mixture with the polymer-to-binder ratio of 10% and the content of ultra-rapid-hardening cement of 5% can be recommended for the section jacketing materials. The recommended mortar mixture satisfied the targeted requirements as follows: initial flow of 220 mm, high-early strength gain, 28-day compressive strength of 35MPa, and adhesive strength exceeding 1.2MPa.