• 제목/요약/키워드: vertical section methods

검색결과 89건 처리시간 0.029초

공항 콘크리트와 아스팔트 포장 간의 접속 방법 개발 (Development of a Junction between Airport Concrete and Asphalt Pavements)

  • 박해원;김동혁;정진훈
    • 한국도로학회논문집
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    • 제20권4호
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    • pp.15-20
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    • 2018
  • PURPOSES : The purpose of this study is to analyze the magnitude of shoving of asphalt pavement by junction type between airport concrete and asphalt pavements, and to suggest a junction type to reduce shoving. METHODS : The actual pavement junction of a domestic airport, which is called airport "A" was modified by placing the bottom of the buried slab on the top surface of the subbase. A finite element model was developed that simulated three junction types: a standard section of junction proposed by the FAA (Federal Aviation Administration), an actual section of junction from airport "A" and a modified section of junction from airport "A". The vertical displacement of the asphalt surface caused by the horizontal displacement of the concrete pavement was investigated in the three types of junction. RESULTS : A vertical displacement of approximately 13 mm occurred for the FAA standard section under horizontal pushing of 100 mm, and a vertical displacement of approximately 55 mm occurred for the actual section of airport "A" under the same level of pushing. On the other hand, for the modified section from airport "A" a vertical displacement of approximately 17 mm occurred under the same level of pushing, which is slightly larger than the vertical displacement of the FAA standard section. CONCLUSIONS : It was confirmed that shoving of the asphalt pavement at the junction could be reduced by placing the bottom of the buried slab on the top surface of the subbase. It was also determined that the junction type suggested in this study was more advantageous than the FAA standard section because it resists faulting by the buried slab that is connected to the concrete pavement. Faulting of the junctions caused by aircraft loading will be compared by performing finite element analysis in the following study.

Load Transferring Mechanism and Design Method of Effective Detailings for Steel Tube-Core Concrete Interaction in CFT Columns with Large-Section

  • Li, Yuanqi;Luo, Jinhui;Fu, Xueyi
    • 국제초고층학회논문집
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    • 제7권3호
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    • pp.223-232
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    • 2018
  • Two novel types of construction detailings, including using the distributive beam and the inner ring diaphragm in the joint between large-section CFT columns and outrigger truss to enhance the transferring efficiency of huge vertical load, and using the T-shaped stiffeners in the steel tube of large-section CFT columns to promote the local buckling capacity of steel tubes, were tested to investigate their working mechanism and design methods. Experimental results show that the co-working performance between steel tube and inner concrete could be significantly improved by setting the distributive beam and the inner ring diaphragm which can transfer the vertical load directly in the large-section CFT columns. Meanwhile, the T-shaped stiffeners are very helpful to improve the local bulking performance of steel tubes in the column components by the composite action of T-shaped stiffeners together with the core concrete under the range of flange of T-shaped stiffeners. These two approaches can result in a lower steel cost in comparison to normal steel reinforced concrete columns. Finally, a practical engineering case was introduced to illustrate the economy benefits achieved by using the two typical detailings.

도심지 대심도 터널 및 수직구 구간 지반안정성 평가를 위한 굴착영향범위 설정 사례 (A Case Study on the Establishment of an Excavation Impact Range for Evaluating the Ground Stability of Deep Tunnels and Vertical Shaft Sections in Urban Areas)

  • 이서현;우상인
    • 한국지반공학회논문집
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    • 제38권8호
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    • pp.67-74
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    • 2022
  • 지반굴착시 지반안정성 검토를 위한 대상지역의 설정은 이론식 및 경험식 추정방법과 수치해석에 의한 방법으로 구분한다. 일반적으로 적용되는 이론식 및 경험적 추정 방법은 Peck(1969)의 곡선방법, Caspe(1966)의 방법 및 Clough 등(1990)의 방법이 있다. 수치해석에 의한 방법은 과업구간의 현황(지반조건이 가장 취약한 구간, 최대 굴착심도 구간, 주요 인접 구조물 위치 구간 등)을 종합적으로 고려하여 가장 취약한 단면에 대해 2차원 및 3차원 수치해석을 수행한 결과를 반영하였다. 본 논문에서는 위와 같은 이론식 및 경험식, 수치해석을 통해서 000선 복선전철 민간투자사업의 수직구 구간 및 터널 구간 굴착시 영향범위를 설정한 사례를 보여주고자 한다.

Sinus bone graft and simultaneous vertical ridge augmentation: case series study

  • Kang, Dong-Woo;Yun, Pil-Young;Choi, Yong-Hoon;Kim, Young-Kyun
    • Maxillofacial Plastic and Reconstructive Surgery
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    • 제41권
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    • pp.36.1-36.8
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    • 2019
  • Background: This study aims to examine the outcome of simultaneous maxillary sinus lifting, bone grafting, and vertical ridge augmentation through retrospective studies. Methods: From 2005 to 2010, patients with exhibited severe alveolar bone loss received simultaneous sinus lifting, bone grafting, and vertical ridge augmentations were selected. Fifteen patients who visited in Seoul National University Bundang Hospital were analyzed according to clinical records and radiography. Postoperative complications; success and survival rate of implants; complications of prosthesis; implant stability quotient (ISQ); vertical resorption of grafted bone after 1, 2, and 3 years after surgery; and final observation and marginal bone loss were evaluated. Results: The average age of the patients was 54.2 years. Among the 33 implants, six failed to survive and succeed, resulting in an 81.8% survival rate and an 81.8% success rate. Postoperative complications were characterized by eight cases of ecchymosis, four cases of exposure of the titanium mesh or membrane, three cases of periimplantitis, three cases of hematoma, two cases of sinusitis, two cases of fixture fracture, one case of bleeding, one case of numbness, one case of trismus, and one case of fixture loss. Prosthetic complications involved two instances of screw loosening, one case of abutment fracture, and one case of food impaction. Resorption of grafted bone material was 0.23 mm after 1 year, 0.47 mm after 2 years, 0.41 mm after 3 years, and 0.37 mm at the final observation. Loss of marginal bone was 0.12 mm after 1 year, and 0.20 mm at final observation. Conclusions: When sinus lifting, bone grafting, and vertical ridge augmentation were performed simultaneously, postoperative complications increased, and survival rates were lower. For positive long-term prognosis, it is recommended that a sufficient recovery period be needed before implant placement to ensure good bone formation, and implant placement be delayed.

Early Wound Healing Score: a system to evaluate the early healing of periodontal soft tissue wounds

  • Marini, Lorenzo;Rojas, Mariana Andrea;Sahrmann, Philipp;Aghazada, Rustam;Pilloni, Andrea
    • Journal of Periodontal and Implant Science
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    • 제48권5호
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    • pp.274-283
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    • 2018
  • Purpose: Numerous indices have been proposed to analyse wound healing in oral soft tissues, but each has specific shortcomings. A new method of analysis, the Early Wound Healing Score (EHS), was evaluated in the present study. The aim was to assess more accurately early healing by primary intention of surgical incisions in periodontal soft tissues. Methods: Twenty-one patients were treated with different surgical procedures comprising 1 or 2 vertical releasing incisions as part of a surgical access flap. Twenty-four hours after surgery, early wound healing at the vertical releasing incisions was assessed using the EHS. This score assessed clinical signs of re-epithelialization (CSR), clinical signs of haemostasis (CSH), and clinical signs of inflammation (CSI). Since complete wound epithelialization was the main outcome, the CSR score was weighted to be 60% of the total final score. Accordingly, a score of 0, 3, or 6 points was possible for the assessment of CSR, whereas scores of 0, 1, or 2 points were possible for CSH and CSI. Higher values indicated better healing. Accordingly, the score for ideal early wound healing was 10. Results: Thirty vertical releasing incisions were assessed in 21 patients. At 24 hours after incision, 16 vertical releasing incisions (53.33%) received the maximum score of CSR, while 6 cases (20%) received an EHS of 10. None of the cases received 0 points. Conclusion: The EHS system may be a useful tool for assessing early wound healing in periodontal soft tissue by primary intention after surgery.

Tilted implants for implant-supported fixed hybrid prostheses: retrospective review

  • Woo-Hyun Seok;Pil-Young Yun;Na-Hee Chang;Young-Kyun Kim
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제49권5호
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    • pp.278-286
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    • 2023
  • Objectives: This review assessed the performance of implant-supported fixed hybrid prostheses in 21 patients who received a total of 137 implants between 2003 and 2010. The implants were evaluated for marginal bone resorption, complications, success rate, and survival rate based on their vertical angularity, type of bone graft, and measured implant stability. Materials and Methods: One-way ANOVA and chi-square tests were used to analyze the relationships among long-term evaluation factors and these variables. The mean initial bone resorption in the implant group with a vertical angle of more than 20° was 0.33 mm and mean final bone resorption was 0.76 mm. In contrast, the mean initial bone resorption in the implant group with a vertical angle of less than 10° was 1.19 mm and mean final bone resorption was 2.17 mm. Results: The results showed that mean bone resorption decreased with an increase in the vertical placement angle of the implants used in fixed hybrid prostheses, as well as in the group without additional bone grafts and those with high implant stability. The success rate of implants placed after bone grafting was found to be higher than those placed simultaneously. Conclusion: These results suggest that implant-supported fixed hybrid prostheses may be an effective treatment option for edentulous patients, and intentionally placing implants with high angularity may improve outcomes.

Evaluation of linear measurements of implant sites based on head orientation during acquisition: An ex vivo study using cone-beam computed tomography

  • Sabban, Hanadi;Mahdian, Mina;Dhingra, Ajay;Lurie, Alan G.;Tadinada, Aditya
    • Imaging Science in Dentistry
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    • 제45권2호
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    • pp.73-80
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    • 2015
  • Purpose: This study evaluated the effect of various head orientations during cone-beam computed tomography (CBCT) image acquisition on linear measurements of potential implant sites. Materials and Methods: Six dry human skulls with a total of 28 implant sites were evaluated for seven different head orientations. The scans were acquired using a Hitachi CB-MercuRay CBCT machine. The scanned volumes were reconstructed. Horizontal and vertical measurements were made and were compared to measurements made after simulating the head position to corrected head angulations. Data was analyzed using a two-way ANOVA test. Results: Statistical analysis revealed a significant interaction between the mean errors in vertical measurements with a marked difference observed at the extension head position (P<0.05). Statistical analysis failed to yield any significant interaction between the mean errors in horizontal measurements at various head positions. Conclusion: Head orientation could significantly affect the vertical measurements in CBCT scans. The main head position influencing the measurements is extension.

편광에 관계없이 매우 높은 소멸비와 짧은 길이를 가지는 수직 방향성 결합기 스위치 (A Very Short Vertical Directional Coupler Switch with Polarization Independent Very High Extinction Ratios)

  • 정병민;김부균
    • 한국광학회지
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    • 제15권6호
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    • pp.503-510
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    • 2004
  • 편광에 무관한 결합길이를 가지는 double-sided deep-ridge (DSDR) 도파관 구조의 수직 방향성 결합기를 이용하여 대칭형 구조를 가지는 스위칭 동작 유도 영역과 비대칭형 구조를 가지는 소멸비 향상 영역으로 구성된 수직 방향성 결합기 스위치를 제안하였다. 이러한 구조를 이용하여 짧은 길이를 가지며 편광에 관계없이 크로스 상태와 바 상태에서 모두 30 dB 이상의 소멸비를 가지는 스위치를 설계하는 방법과 설계 예를 제시하였다.

기상과 재료 특성에 의한 공항 콘크리트 포장 팽창줄눈 간격의 적정성 검토 (Propriety Examination of Expansion Joint Spacing of Airport Concrete Pavement by Weather and Material Characteristics)

  • 박해원;정진훈
    • 한국도로학회논문집
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    • 제20권3호
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    • pp.65-73
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    • 2018
  • PURPOSES : In this study, the propriety of expansion joint spacing of airport concrete pavement was examined by using weather and material characteristics. METHODS : A finite element model for simulating airport concrete pavement was developed and blowup occurrence due to temperature increase was analyzed. The critical temperature causing the expansion of concrete slab and blow up at the expansion joint was calculated according to the initial vertical displacement at the joint. The amount of expansion that can occur in the concrete slab for 20 years of design life was calculated by summing the expansion and contraction by temperature, alkali-silica reaction, and drying shrinkage. The effective expansion of pavement section between adjacent expansion joints was calculated by subtracting the effective width of expansion joint from the summation of the expansion of the pavement section. The temperature change causing the effective expansion of pavement section was also calculated. The effective expansion equivalent temperature change was compared to the critical temperature, which causes the blowup, according to expansion joint spacing to verify the propriety of expansion joint applied to the airport concrete pavement. RESULTS : When an initial vertical displacement of the expansion joint was 3mm or less, the blowup never occurred for 300m of joint spacing which is used in Korean airports currently. But, there was a risk of blow-up when an initial vertical displacement of the expansion joint was 5mm or more due to the weather or material characteristics. CONCLUSIONS : It was confirmed that the intial vertical displacement at the expansion joint could be managed below 3mm from the previous research results. Accordingly it was concluded that the 300m of current expansion joint spacing of Korean airports could be used without blowup by controling the alkali-silica reaction below its allowable limit.

Clinical evaluation of ridge augmentation using autogenous tooth bone graft material: case series study

  • Lee, Ji-Young;Kim, Young-Kyun;Yi, Yang-Jin;Choi, Joon-Ho
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제39권4호
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    • pp.156-160
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    • 2013
  • Objectives: Interest in bone graft material has increased with regard to restoration in cases of bone defect around the implant. Autogenous tooth bone graft material was developed and commercialized in 2008. In this study, we evaluated the results of vertical and horizontal ridge augmentation with autogenous tooth bone graft material. Materials and Methods: This study targeted patients who had vertical or horizontal ridge augmentation using AutoBT from March 2009 to April 2010. We evaluated the age and gender of the subject patients, implant stability, adjunctive surgery, additional bone graft material and barrier membrane, post-operative complication, implant survival rate, and crestal bone loss. Results: We performed vertical and horizontal ridge augmentation using powder- or block-type autogenous tooth bone graft material, and implant placement was performed on nine patients (male: 7, female: 2). The average age of patients was $49.88{\pm}12.98$ years, and the post-operative follow-up period was $35{\pm}5.31$ months. Post-operative complications included wound dehiscence (one case), hematoma (one case), and implant osseointegration failure (one case; survival rate: 96%); however, there were no complications related to bone graft material, such as infection. Average marginal bone loss after one-year loading was $0.12{\pm}0.19$ mm. Therefore, excellent clinical results can be said to have been obtained. Conclusion: Excellent clinical results can be said to have been obtained with vertical and horizontal ridge augmentation using autogenous tooth bone graft material.