Provisional implant의 임상적 적용례

안선희,안경미,이경원,장보영,안미라,손동석 大韓顎顔面成形再建外科學會 2003 Maxillofacial Plastic Reconstructive Surgery Vol.25 No.1

It has been reported that for implatns to become osseointegrated, they must heal in the absence of functional loads for 4 to 6 months. The provisional implants were designed to support provisional restorations and to allow for load-free osseointegration of definitive implants, while the was provided with immediate esthetic and function. In addition, the provisional implant protects graft site. Also the provisional implant provides anchorage for orthodontic treatment and reconstructs vertical dimension in edentulous condyle fracture to practice functional therapy. The provisional implant system is a sound and economical method to achieve patient's immediate masticatory and esthetic function. Three cases are presented to document and illustrate the clinical application.

Numerical Modeling of Healed Crack Orientations in Granite

Bo-An Jang(장보안) 대한지질학회 1991 지질학회지 Vol.27 No.3

Paleostress of the Joseon and Pyeongan Supergroups in South Korea using the New Calcite Strain Gauge (NCSG)

( Bo An Jang ),( Chin Surk Ko ),( Jung Han Kim ),( Cheong Bin Kim ),( Seong Seung Kang2 ) 대한지질공학회 2014 지질공학 Vol.24 No.3

Limestone bodies under the tectonic environment have experienced various tectonic processes, and also changed the stress state. In this study, calcite twins found in limestones of the Joseon Supergroup and Pyeongan Supergroup in the northeastern part of the Ogcheon Belt, South Korea were measured, then the paleostress (i.e., the maximum shortening axis) was reconstructed using the new calcite strain gauge (NCSG) technique. The average twin thickness and average twin intensity increase as the total twin strain increases. We utilize the appearance of twins, the average twin thickness and average twin intensity, and the total twin strain to estimate that the observed calcite twins were produced at temperatures of < 200oC in the Joseon Supergroup and 170oC in the Pyeongan Supergroup. In the Joseon Supergroup, the dominant direction of the maximum shortening axis WNW-ESE to NW-SE; NE-SW shortening is also observed. The maximum shortening axes in the Pyeongan Supergroup are oriented NW-SE and NE-SW. The NE-SW direction of maximum shortening is associated with the occurrence of the Songrim orogeny of the Paleozoic to Early Jurassic, and the NW-SE direction of maximum shortening correlates to the Daebo orogeny of the Early Jurassic to Late Jurassic. It is thus concluded that the paleostress across the study area changed from NE-SW to NW-SE during the Mesozoic.

Characteristics of Healed Microcracks in Granite Based on Numerical Modeling

Bo-An Jang(장보안) 대한지질학회 1992 지질학회지 Vol.28 No.5

An experimental study to improve permeability and cleaning efficiency of oil contaminated soil by plasma blasting

( Hyun-sic Jang ),( Jae-yong Song ),( Geun-chun Lee ),( Bo-an Jang ) 대한지질공학회 2022 대한지질공학회 학술발표회논문집 Vol.2022 No.1

Paleostress Based on Calcite Twins in the Joseon and Pyeongan Supergroups, South Korea

( Bo An Jang ),( Young Seog Park ),( Cheong Bin Kim ),( Seong Seung Kang ) 대한지질공학회 2007 국제학술발표회 논문집 Vol.2007 No.-

Fracture development in rock and soil by plasma blasting

( Bo-an Jang ) 대한지질공학회 2019 대한지질공학회 학술발표회논문집 Vol.2019 No.2

If high voltage and high current electricity is arc-discharged between two electrodes immerged into the water, electrical energy generates a plasma channel between two electrodes and results in high heat, a shock wave and volume increase of water by rapid evaporation. Because shock waves and volume increase fracture rock mass and soil mass like explosive, it is called the plasma blasting. Laboratory-scale plasma blasting was applied to rock mass to investigate the possibility of using plasma blasting to fracture shale-gas-bearing rock. Specimens were fractured under uniform pressure and under three different stresses which represent the in-situ stress, and the discharge energies required for fracturing and fracture development were investigated. Multiple low-energy blasts, proppants injection and a hydraulic conductivity measurements are performed. All these results indicate that plasma blasting can be a possible method for fracturing shale gas formation. However, more researches are necessary to apply this method in shale gas development in field. Laboratory-scale plasma blasting was applied to soil mass to investigate the possibility of using plasma blasting to clean-up the oil-contamination. Fluids were well penetrated into the soil mass by plasma blasting as sphere shape. The volume of fluid penetration increased as numbers of blasts and the energy increased. This results indicates that the plasma blasting can be a possible tool for injection of cleaning agent into the oil-contaminated soil mass.

플라즈마 블라스팅을 이용한 유류오염토양의 투수성과 정화효율 개선을 위한 실험적 연구

장현식 ( Hyun-shic Jang ),김기준 ( Ki-joon Kim ),송재용 ( Jae-yong Song ),안상곤 ( Sang-gon An ),장보안 ( Bo-an Jang ) 대한지질공학회 2020 지질공학 Vol.30 No.4

유류오염 토양의 투수성 및 정화효율을 개선하기 위하여 고전압 아크 방전에 의한 플라즈마 블라스팅을 토양에 적용하였다. 이 연구를 위하여 고전압 발생장치를 새로 제작하였고, 실트질 모래인 토양시료, 토양시료에 소석회를 혼합한 시료와 토양시료에 시멘트를 혼합한 세 종류의 토양시료를 다져서 소형 토조와 대형 토조를 제작한 후 각각의 토조내에서 플라즈마 블라스팅을 시행하여 유체확산의 범위와 투수성의 변화를 측정하였다. 플라즈마 블라스팅이 시행된 토양시료에서는 플라즈마 블라스팅이 시행되지 않은 대조군에 비해 유체의 확산 부피가 약 11~71% 증가하였다. 낮은 전압하에서 플라즈마 블라스팅이 시행되면 토양 내에서는 구조적 취약면(다짐면)을 따라 수평적 확산이 우세하게 나타났으나 높은 전압에 의한 플라즈마 블라스팅은 토양 내에 구형의 입체적인 확산을 발생시켰다. 플라즈마 블라스팅은 투수성 또한 증가시켰으며, 소석회 및 시멘트가 혼합된 토양에서 더욱 뚜렷하게 관찰되어, 플라즈마 블라스팅이 시행된 시료들은 대조군 시료에 비해 투수계수가 450~1,052% 범위로 증가하였다. 플라즈마 블라스팅이 1회만 실시된 토양시료의 투수계수는 방전 전압이 높아질수록 증가하였으나 동일한 전압으로 여러 번의 블라스팅이 시행된 토양시료의 투수계수는 증가하거나 감소하였다. 토양시료에 경유를 이용하여 인위적으로 오염시킨 토양시료에 플라즈마 블라스팅을 실시하여 정화효율을 측정하였다. 플라즈마 블라스팅이 시행되면, 방전지점 근처의 토양에서는 평균 393%, 방전지점으로부터 20 cm 이상 이격된 하부 토양에서는 평균 239% 정도의 정화효율이 개선되었으나 방전 전압과 정화효율은 상관성을 보이지 않았다. 위의 결과는 플라즈마 블라스팅이 토양의 투수성과 정화효율을 상당히 개선하므로, 유류오염 토양의 원위치 정화에 효율적으로 이용될 가능성을 보여주었다. Plasma blasting which is generated by high voltage arc discharge of electricity is applied to soil mass to improve permeability of soil and cleaning efficiency of oil contamination. A new high voltage generator was manufactured and three types of soil including silty sand, silty sand mixed with lime and silty sand mixed with cement were prepared. Small and large soil columns were produced using these types of soil and plasma blasting was performed within soil columns to investigate the variation of soil volume penetrated by fluid and permeability. Soil volume penetrated by fluid increased by 11~71% when plasma blasting was applied in soil. Although plasma blasting with low electricity voltage induced horizontal fracture and fluid penetrated along this weak plane, plasma blasting with high voltage induced spherical penetration of fluid. Plasma blasting increased the permeability of soil. Permeabilty of soils mixed with lime and cement increased by 450~1,052% with plasma blasting. Permeability of soil increased as discharge voltage increased when plasma blasing was applied once. However, several blastings with the same discharge voltage increase or decrease permeability of soil. Oil contaminated soil was prepared by adding diesel into soil artificially and plasma blasting was performed in these oil contaminated soil. Cleaning efficiency increased by average of 393% for soil located nearby the blasting and by average of 239% for soil located far from the blasting. Cleaning efficiency did not show any correlation with discharge voltage. All these results indicated that plasma blasting might be used for in-situ cleaning of oil contaminated soil because plasma blasting increased permeability of soil and cleaning efficiency.

황등화강암을 이용한 암석의 손상기준 결정방법 연구

장보안 ( Bo An Jang ),지훈 ( Hoon Ji ),장현식 ( Hyun Shic Jang ) 대한지질공학회 2010 지질공학 Vol.20 No.1

암석의 손상상태를 평가하기위한 여러 방법들이 제안되어 있으나, 일부의 방법은 명확한 손상기준을 제시하기도 하지만 일부의 방법은 매우 모호하여 분석자의 주관에 따라 값이 달라지기도 한다. 그러므로 이 연구에서는 황등화강암을 대상으로 현재까지 제안된 모든 손상기준 결정방법을 적용하여, 각 방법의 적용성, 오차 및 최적의 손상기준결정 방법 등을 연구하였다. 또한 암석의 균열발달 및 파괴특성의 규명에 가장 중요한 손상기준인 균열개시응력과 균열손상응력을 FSR 및 장기 정하중 시험을 이용하여 검정하였다. 황등화강암의 균열닫힘응력과 균열개시응력은 각각 57.5 MPa, 77.6 MPa이며 균열체적변형률에서 측정하는 것이 가장 정확한 것으로 판단된다. 2차 균열개시응력은 90.6 MPa로 측정되었으며, 미소파괴음 계수 및 계수율이 균열개시응력의 측정에 가장 효과적인 것으로 판단된다. 균열결합응력 측정은 체적강성곡선, 미소파괴음 계수 및 미소파괴음 계수율이 가장 효과적인 방법으로 판단되며, 균열결합응력은 110.3 MPa이다. 균열손상응력은 체적강성곡선 및 미소파괴음 계수율에서 가장 명확히 측정되며, 약 127.5 MPa이다. 일축압축강도에 대한 비로서 나타낸 균열개시응력은 0.47로 FSR 값 0.46과 매우 유사하며, 균열손상응력은 0.77로 장기 정하중 시험을 통하여 측정된 장기 강도비 0.75∼0.8과 거의 일치하여 균열개시응력 및 균열손상응력 값이 정확함을 검정하였다. Although various methods for determination of damage threshold in rock have been suggested, clear damage thresholds were determined by some methods, but different thresholds were measured by other methods. We determined the damage thresholds in Hangdeung granite using all the methods suggested, and investigated the best methods, applicability and errors of each method. The crack initiation threshold and the crack damage threshold which are important in investigation of characteristics of crack development and failure were verified by field strength ratio method and long-term constant load test. The crack closure stress and the crack initiation stress were 57.5 MPa and 77.6 MPa, and the most exact values were yielded by crack volumetric strain. The secondary crack initiation stress was 90.6 MPa and AE event count and AE event count rate were the effective methods. The volumetric stiffness, AE event count and AE event count rate were the most effective methods for determination of crack coalescence threshold and crack coalescence stress was 110.3 MPa. The crack damage stress was 127.5 MPa and was measured correctly by volumetric stiffness and AE event count rate. The ratio between crack initiation stress and uniaxial compressive strength was 0.47 which was very similar with the FSR value of 0.46. The ratio between crack damage stress and uniaxial compressive strength was almost the same as the ratio between long-term strength and uniaxial compressive strength, indicating that the crack initiation stress and the crack damage stress measured were correct.

사면의 구역 및 절리의 연장성을 고려한 암반사면의 안정성 확률해석

장보안 ( Bo An Jang ),성숙경 ( Suk Kyung Sung ),장현식 ( Hyun Sic Jang ) 대한지질공학회 2010 지질공학 Vol.20 No.2

사면의 안정성 분석에 결정론적인 방법이 최근까지 많이 사용되어 왔으나, 암반의 불확실성과 가변성을 고려하는 확률론적인 방법이 더욱 효과적인 것으로 알려지면서 확률론적인 방법의 사용이 점차 증가하는 추세이다. 그러나 현재까지의 방법들은 절리의 특성이나 암반의 풍화 특성 등과 같은 암반의 특성이 사면 전체에서 균질한 것으로 가정하고 있으며, 암반 사면의 파괴에 가장 결정적인 변수인 절리의 연장성을 고려하지 않은 상태에서 안전율 혹은 파괴확률을 계산하여 사면의 안정성을 분석하고 있어서 정확한 사면 안정성 분석에 한계를 보이고 있는 실정이다. 이 연구에서는 모델 사면을 설정한 후, 사면이 균질하다고 가정한 경우와 사면을 암반 및 절리의 상태에 따라 구역으로 분할한 경우의 파괴확률을 계산하여 비교하였고, 또한 위의 각각의 경우에 절리의 연장성을 변수로 고려한 파괴확률을 계산하였다. 또한 강원도 홍천군에 위치한 사면을 구역으로 분할한 후 절리의 연장성을 고려한 파괴확률을 계산하여 모델 분석의 적용성을 검증하였다. In analysis of slope stability, deterministic analysis which yields a factor of safety has been used until recently. However, probability of failure is considered as a more efficient method because it deals with the uncertainty and variability of rock mass. In both methods, a factor of safety or a probability of failure is calculated for a slope although characteristics of rock mass, such as characteristics of joints, weathering degree of rock and so on, are not uniform throughout the slope. In this paper, we divided a model slope into several zones depending on conditions of rock mass and joints, and probabilities of failure in each zone are calculated and compared with that calculated in whole slope. The persistence of joint was also used as a parameter in calculation of probability of failure. A rock slope located in Hongcheon, Gangwondo was selected and the probability of failure using zoning and persistence as parameter was calculated to confirm the applicability of model analysis.