• 보존과학회지
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• 제27권4호
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• pp.357-369
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• 2011

봉암사 정진대사원오탑(보물 제171호)은 고려시대의 부도탑으로 장석 반정을 갖는 우백질화강암으로 구성되어 있다. 주요 조암광물은 조립과 세립의 석영, 장석, 운모 등이며, 부재는 암편탈락, 결실, 박리 및 박락 등의 물리적 풍화가 진행되어 있다. 이 탑의 전면에 걸쳐 적외선열화상분석을 실시한 결과, 균열이 발생한 부분을 중심으로 내부 박리 및 박락도 심한 것으로 나타났다. 표면 변색 부위에 대해 P-XRF 측정 결과, 암흑색, 황갈색 및 회백색 변색이 발생된 지점을 중심으로 Fe, S, Ca, Mn의 농도가 높게 나타났다. 또한 적색 안료의 피복흔적이 있는 부분은 Fe의 함량이 신선한 부분보다 5배 높게 측정되었으며, 적철석을 원료로 하는 안료를 사용한 것으로 해석된다. 부재의 초음파속도는 1,350~1,400 m/s로 모든 방위에서 유사한 값을 나타냈으나 박리, 박락 및 균열이 발생한 부분은 1,000m/s 이하의 값을 보였다. 따라서 풍화가 심해 물성이 약해진 부위와 균열대는 강화처리 및 재접합이 필요하며, 접합 부위가 넓은 암편은 강화처리를 선행해야 할 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제52권4호
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• pp.701-721
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• 2014

In the assessment of existing RC buildings, the reliable appraisal of the compressive strength of in-situ concrete is a fundamental step. Unfortunately, the data that can be obtained by the available testing methods are typically affected by a high level of uncertainty. Moreover, in order to derive indications about the degradation and ageing of the materials by on site tests, it is necessary to have the proper terms of comparison, that is to say, to know the reference data measured during the construction phases, that are often unavailable when the building is old. In the cases when such a comparison can be done, the in situ strength values typically turn out to be lower than the reference strength values (tests performed on taken samples during the construction). At this point, it is crucial to discern and quantify the specific effect induced by different factors: ageing of the materials; poor quality of the placement, consolidation or cure of the concrete during the construction phases; damage due to drilling. This paper presents a procedure for correlating the destructive compressive tests and non-destructive tests (ultrasonic pulse velocity tests) with the data documenting the compressive strength tested during the construction phases. The research work is aimed at identifying the factors that induce the difference between the in-situ strength and cubes taken from the concrete casting, and providing, so, useful information for the assessment procedure of the building.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1124-1131
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• 2008

Thanks to a new in-situ seismic probe, using bender elements and penetration scheme, a simple linear relationship between undrained shear strength(Cu) and shear wave velocity(Vs) was obtained. This priceless relationship is worthy to be illuminated further in ideal laboratory environment. To avoid sampling disturbance effect, special consolidation cylinders were used to make normally consolidated specimens from kaolinite suspension. The undrained shear strengths of the specimens were measured using unconsolidated undrained triaxial compression tests. Also shear wave velocity measurements were performedprior to shearing the same specimens, using the bender elements installed in the base pedestal and the top cap of the triaxial compression cell. The Cu-Vs relationship is fairly linear and supports the linear trend of clayey silt obtained using field testing. Also the classic density-shear modulus relationship for soft clay proposed by Hardin and Black(1969) was once more verified hereby.

• 한국수산과학회지
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• 제37권4호
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• pp.312-322
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• 2004

Physical and geoacoustic properties of inner shelf sediment in the South and Southeastern Seas of Korea have been studied based on six piston core samples. The sediments are largely composed of homogeneous mud except the core from the southeasternmost part of the area. Both physical and geoacoustic properties and mean grain size are relatively uniform with sediment depth, suggesting little effect of sediment compaction and/or consolidation. Mean grain size appears to be the most Important variable to determine the physical and acoustic properties. In contrast, the attenuation shows more or less fluctuations. Correlations between physical properties and sediment texture show slight deviations from those of the compared data, caused by the difference of sedimentary processes, mineral composition, and the difference of measurement system. In particular, the velocity is lower (approximately 20-30 m/s) than that of the previous data measured in the same area. This is probably due to the difference in velocity measurement system (particularly, error by a length of sample). We propose new relationships for physical and geoacoustic characteristics of shelf sediment in the study area.

• Geomechanics and Engineering
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• 제25권3호
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• pp.207-219
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• 2021

Several additives are used to enhance the geotechnical properties (e.g., shear wave velocity, shear modulus) of soils to provide sustainable, economical and eco-friendly solutions in geotechnical and geo-environmental engineering. In this study, piezoelectric ring actuators are used to measure the shear wave velocity of unreinforced, fiber, cemented, and fiber reinforced cemented Toyoura sand. One dimensional oedometer tests are performed on medium dense specimens of Toyoura sand-cement-fiber-silica flour mixtures with different percentages of silica flour (0-42%), fiber and cement (e.g., 0-3%) additives. The experimental results indicate that behavior of the mixtures is significantly affected by the concentration of silica flour, fiber and cement additives. Results show that with the addition of 1-3% of PVA fibers, the shear wave velocity increases by only 1-3%. However, the addition of 1-4% of cement increases the shear wave velocity by 8-35%. 10.5-21% increase of silica flour reduces the shear wave velocity by 2-5% but adding 28-42% silica flour significantly reduces the shear wave velocity by 12-31%. In addition, the combined effect of cement and fibers was also found and with only 2% cement and 1% fiber, the shear wave velocity increase was found to be approximately 24% and with only 3% cement and 3% fibers this increased to 35%. The results from this study for the normalized shear modulus and normalized mean effective stress agree well with previous findings on pure Toyoura sand, Toyoura silty sand, fiber reinforced, fiber reinforced cemented Toyoura sand. Any variations are likely due to the difference in stress history (i.e., isotropic versus anisotropic consolidation) and the measurement method. In addition, these small discrepancies could be attributed to several other factors. The potential factors include the difference in specimen sizes, test devices, methods of analysis for the measurement of arrival time, the use of an appropriate Ko to convert the vertical stresses into mean effective stress, and sample preparation techniques. Lastly, it was investigated that there is a robust inverse relationship between α factor and 𝞫₀ exponent. It was found that less compressible soils exhibit higher 𝜶 factors and lower 𝞫₀ exponents.

• Journal of Pharmaceutical Investigation
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• 제35권4호
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• pp.243-247
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• 2005

Although many scientists have used pectin, its feasibility in terms of tablet manufacturability with a high speed machine has never been evaluated. Therefore, compactibility of different pectin types for large scale tableting operation has been evaluated. The compactibility behavior of powder pectins was studied by a compaction simulator. It was found that pectin on its own does not produce tablets of acceptable quality even at a punch velocity as low as 20 rpm (e.g. low tensile strengths, capping and lamination irrespective of applied compression force). Thus, dwell time was introduced and more hard compact was produced as relaxation time in die increases. It was concluded that frequent structural failure observed in both pectin types was due to lack of plastic deformation, poor compactibility and high elastic recovery.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 추계학술대회 논문집
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• pp.594-596
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• 2007

Using an oedometer cell instrumented to measure the evolution of electromagnetic properties, small strain stiffness, and temperature, we conducted consolidation tests on four types of sediments. The tested specimens include sediments with different gas hydrate saturation at four stages of loading. The test results show that the electromagnetic and mechanical properties of hydrate-bearing marine sediments are governed by the vertical effective stress, stress history, porosity, hydrate saturation, fabric, ionic concentration of the pore fluid, and temperature. The results also show that permittivity and electrical conductivity data can be combined to estimate hydrate volume fraction in laboratory sediments, methodology that might eventually be extended for estimation of hydrate concentrations in field settings.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1278-1284
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• 2008

This study carried out bender element tests in a calibration chamber in order to estimate the characteristics of soil specimen prepared in a calibration chamber. Basically, the purpose of bender element test is to measure the shear wave velocity. Bender element test cannot only confirm the status of soil specimen deposited in a chamber, but also estimate the consolidation process indirectly. In order to carry out bender element test in a calibration chamber, a pair of bender elements was installed inside the chamber, using the 'ㄷ' shaped frame. For the sandy soils having various relative densities in various stress conditions, the maximum shear modulus was estimated. From the comparison with bender element test results in a triaxial testing device, testing device and procedure was validated.

• 한국해안·해양공학회논문집
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• 제23권1호
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• pp.118-125
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• 2011

지반의 수리저항 특성을 측정하기 위하여 사용되어 온 세굴실험기(EFA)를 개선하여 조류의 흐름방향이 바뀌는 것을 고려할 수 있도록 하였다. 개선된 세굴실험기를 이용하여 인공적으로 조성된 세립질 및 조립질 시료에 대하여 일방향 흐름과 왕복류 흐름을 고려한 수리저항성능 실험을 실시하였고 수리저항 특성을 정량적으로 비교하였다. 실험결과 세립질 및 조립질 시료 모두에서 일방향 흐름보다 왕복류를 고려한 양방향 흐름에서 세굴률이 크게 발생 하는 것으로 나타났다. 또한 세굴률의 증가는 조립질 시료가 더 크게 나타났으며 전 유속에 대한 평균 세굴률을 비교한 결과 상재압력이 큰 쪽이 더 큰 것으로 나타나 해저표면으로부터 상대적으로 깊은 곳에서 양방향 흐름에 대한 고려가 필요한 것으로 나타났다.

• 보존과학회지
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• 제26권3호
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• pp.325-334
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• 2010

이 연구에서는 석조문화재 강화제의 처리 효과를 정량적으로 규명하기 위해 화강석분과 포틀랜드시멘트를 이용하여 강도가 낮은 인공 다공질 시료를 제작하고, 여기에 4종의 알콕시실란계 강화제와 아크릴수지, 에폭시수지 등 상업화 된 6종의 강화제를 적용하여 처리 전과 후의 특성을 비교 분석하였다. 실험 결과, Silres BS OH 100은 밀도 및 표면 경도 향상에 효과적이며, 발수성의 SS-101과 친수성의 Site SX-RO는 염풍화에 대해 향상된 내구성을 보였다. Araldite 2020은 물리적 기능 향상에 가장 효과적이나, Syton HT-50 및 Paraloid B72는 낮은 침투율로 인해 표면 일부에 처리효과가 집중되어 전체적으로는 풍화에 취약한 것으로 나타났다.