• Journal of the Korean Arthroscopy Society
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• v.6 no.1
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• pp.60-63
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• 2002

Purpose : The purpose of this study was to introduce new femoral fixation technique using a cross-pin and a bioabsorbable interference screw in hamstring ACL reconstruction. Method : Semitendinosus and gracilis were harvested for quadrapled graft. After tibial tunnel had been made, femoral tunnel was made 35 mm in depth. Then the graft passed through the tunnels. Cross-pin was fixed through the drill hole which had been made through upper sleeve of the Rigidfix system. While pulling the graft, bioabsorbable interference screw was fixed through the anteromedial portal. Conclusion : We introduced the new femoral fixation technique using a cross-pin and a bioabsorbable interference screw as a good method with high fixation strength and tight graft-bone contact.

• Journal of Korean Tunnelling and Underground Space Association
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• v.12 no.6
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• pp.417-427
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• 2010

In the ease that a new cross tunnel is constructed under the existing tunnel, development of a longitudinal arching would be influenced by the existing tunnel. But it is not enough to investigate. Especially, the influence of the structure loads on the ground surface on the new tunnel, which the under-passes existing tunnel has been rarely studied. This study, therefore, aimed to clarify the effect of the existing tunnel and the structure on the ground surface on the development of a longitudinal ground arching during the excavation of a cross tunnel under the existing tunnel. Two-dimensional model tests were carried out in the test box, whose dimension was 30 cm (wide) ${\times}$ 113 cm (deep) ${\times}$ 87 cm (high). The existing tunnel was made of S21 steel tube in 16 cm diameter and 1 mm thickness. The ground surface load was 4.9 kPa and was loaded on the model structure in the size with 30 cm width ${\times}$ 16 cm height. New tunnel was excavated in 250 mm height by a bench cut method. As results, the longitudinal arching would be developed but it was severely influenced by not only the existing upper tunnel but also the ground surface load. The influence of the ground surface load on the development of longitudinal ground arching around a new tunnel showed the highest value when the tunnel face located direct under the surface load.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.4
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• pp.252-260
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• 2005

In this research, case studies considering tunnel interface were conducted for zoning the ground into spatial area having similar geotechnical characteristics and estimating geotechnical properties for each area. The site for analysis consists of banded biotite gneiss, biotite schist and granite gneiss with spatial non-homogeneity, and for that reason weathering and fault zone were distributed with large scale. It's important thing to consider spatial ground zone and their geotechnical properties properly into stability analysis at design and construction stage. Also, in this studies, these analysis works are very useful for further decision making process by stability analysis.

• Magazine of korean Tunnelling and Underground Space Association
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• v.1 no.2
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• pp.161-170
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• 1999

본고에서는 $1986.8\~1988.7$월중에 시공된 부산지하철 1호선 3단계 건설구간 중 서대신동 로타리에서 괴정국민학교 앞까지 연${\cdot}$경암지역에서의 TBM(Tunnel Boring Machine)으로 시행된 단선터널(7.0m)과 NATM으로 시행한 복선터널의 근접시공에 따른 간벽부 보강설계 내용과 근접부 시공시 계측결과 분석, 지보 Pattern조정 및 시공 실적 등을 제시하였다. 원설계 내용 분석 결과 지보 Pattern이 현장 지반조건에 비해 과다하였고 TBM 굴진시 Thrust 2500kN(본 기계 기준) 이상인 연암이상의 지반에서는 TBM 굴착으로의 효율성이 있었고, 경암구간에서 병행터널의 간섭영향을 배제하려면 터널간의 중심거리가 터널직경의 2배 이상이 되어야 하며, TBM 단선터널(7.0m)의 일 평균 굴진 길이는 4.6m로 분석되었다. 앞으로 이와 유사한 암층에서의 터널근접 시공 및 TBM 굴착시 본 분석내용이 참고가 되기를 기대하여 본고를 작성하였다.

• Journal of the Korean Geosynthetics Society
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• v.15 no.2
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• pp.45-54
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• 2016

Double deck tunnels are considered to have a large demand in a near future for solving traffic congestion problems and overcoming the limitations in constructing new tunnels. This study presents a numerical investigation using finite element (FE) analysis on the behaviors of the tunnels and the stability of pillars in a divergence section where single tunnel is diverged from a main line double deck tunnel. The effects of the separation distance between the diverged and the main tunnels and the ground condition were examined through the FE analysis by varying the separation distance from 0.1D to 2.0D (D: diameter of main tunnel) and the rock class from class I to V, respectively, and the analysis results were compared with those using empirical methods, strength-stress ratio, and the volume of interference. The FE analysis results indicated that the separation distance has a larger effect on tunnel behaviors, compared with the rock strength, and a single tunnel with a large cross section is more favorable than two separated tunnels for tunnel stability when the separation distance is below 0.7D.

• Journal of the Korean GEO-environmental Society
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• v.20 no.2
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• pp.29-40
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• 2019

Mechanized constructions have been frequently increased in soft ground below sea bed or river bed, for urban tunnel construction, and for underpinning the lower part of major structures in order to construct a safer tunnel considering various risk factors during the tunnel construction. However, it is difficult to estimate the subsidence behavior of the ground surface due to excavation and needs to be easily predicted. Thus, in this study, when a twin tunnel is constructed in the soft ground, it is proposed a simpler equation relating to the settlement behavior and a corrected formula applicable to soft ground and large diameter shield tunnels based on the previously proposed theory by Peck (1969). For this purpose, it was analyzed to long-term measurement values such as the amount of maximum settlement, the subsidence range by ground conditions, and interference volume loss due to the parallel construction, etc. As a result, a equation was suggested to predict the amount of maximum settlement in the soft sediment clay ground where is located at the upper part of the excavation site. It is turned out that the proposed equation is more suitable for measurement data in Korea than Peck (1969)'s.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.08a
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• pp.194-194
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• 2010

Charge trap flash (CTF) 구조를 가진 플래시 메모리 소자는 기존의 플래시 메모리 소자에 비해 쓰고 지우는 속도가 빠르고, 데이터의 저장 기간이 길며, 쓰고 지우는 동작에 의한 전계 스트레스에 잘 견디는 장점을 가지고 있다. 이러한 장점에도 불구하고 CTF 플래시 메모리에서도 수십 나노 이하로 소자의 셀 사이즈가 감소함에 따라 단 채널 효과, 펀치스루 현상 및 셀 사이의 간섭현상이 발생함에 따라 이러한 문제들을 해결해야 한다. 인접한 셀 사이에 발생하는 간섭 현상에 대해선 플로팅 게이트를 사용한 플래시 메모리 소자에 대하여 많은 연구가 진행되었으나, CTF 플래시 메모리 소자에서 나타나는 셀 사이의 간섭현상에 대한 연구는 만히 진행되어 있지 않다. 본 연구에서는 CTF 플래시 메모리 소자의 셀 사이의 간격이 작아짐에 따라 발생하는 인접한 셀 간의 간섭 현상에 대해 관찰하였다. CTF 플래시 메모리 소자의 셀 사이의 간격에 따른 비교를 위하여 각 소자의 셀을 구성하는 터널링 산화막, 질화막 및 블로킹 산화막의 두께를 동일하게 하였다. 각 셀 사이의 간격이 감소함에 따라 발생하는 소자의 전기적 특성을 TCAD 시뮬레이션 툴인 Sentaurus를 사용하여 계산하였다. 인접한 셀의 상태에 따라 발생하는 간섭 효과를 확인하기 위해 word line (WL)과 bit line (BL) 방향에 있는 주변 셀의 프로그램 상태에 따른 선택한 셀의 문턱전압이 변화 정도를 관찰하였다. 시뮬레이션 결과는 셀 사이의 간섭효과가 WL 방향에 의한 간섭 현상보다 BL 방향에 의한 간섭 현상보다 크다. 시뮬레이션한 전류-전압 특성 결과는 CTF 플래시 메모리 소자가 비례 축소할 때 인접하는 셀 사이에 간격이 15 nm 이하로 줄어들 경우에 간섭 현상이 급격히 증가하였다.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.155-155
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• 2012

기존의 플로팅 타입의 비휘발성 메모리 소자는 스케일 법칙에 따른 인접 셀 간의 간섭현상과 높은 동작 전압에 의한 누설전류가 증가하는 문제가 발생을 하게 된다. 이를 해결하고자 SONOS (Si/SiO2/Si3N4/SiO2/Si) 구조를 가지는 전하트랩 타입의 비휘발성 메모리 소자가 제안되었다. 하지만 터널링 베리어의 두께에 따라서 쓰기/지우기 특성은 향상이 되지만 전하 보존특성은 열화가 되는 trad-off 특성을 가지며, 또한 쓰기/지우기 반복 특성에 따라 누설전류가 증가하게 되는 현상을 보인다. 이러한 특성을 향상 시키고자 많은 연구가 진행이 되고 있으며, 특히 엔지니어드 터널베리어에 대한 연구가 주목을 받고 있다. 비휘발성 메모리에 대한 엔지니어드 기술은 각 베리어; 터널, 트랩 그리고 블로킹 층에 대해서 단일 층이 아닌 다층의 베리어를 적층을 하여 유전율, 밴드갭 그리고 두께를 고려하여 말 그대로 엔지니어링 하는 것을 뜻한다. 그 결과 보다 효과적으로 기판으로부터 전자와 홀이 트랩 층으로 주입이 되고, 동시에 다층을 적층하므로 물리적인 두께를 두껍게 형성할 수가 있고 그 결과 전하 보전 특성 또한 우수하게 된다. 본 연구는 터널링 베리어에 대한 엔지니어드 기술로써, Si3N4를 기반으로 하고 높은 유전율과 낮은 뉴설전류 특성을 보이는 ZrO2을 두 번째 층으로 하는 엔지니어드 터널베리어 메모리 소자를 제작 하여 메모리 특성을 확인 하였으며, 또한 Si3N4/ZrO2의 터널베리어의 터널링 특성과 전하 트랩특성을 온도에 따라서 특성 분석을 하였다.

• Journal of the Korean Arthroscopy Society
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• v.7 no.2
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• pp.206-214
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• 2003

Purpose : To analysis each clinical results after arthroscopic ACL reconstruction with using variable fixatives which are metallic and bioabsorbable interference screw, and RIGIDfix. Therefore, We reported the clinical reliability and safty of ACL reconstruction using RIGIDfix. Materials and Methods : We evaluated the results of arthroscopic ACL resconstruction with patellar tendon autograft among three groups, of which group 1 is used metal interference screw for 44 patients, group 2 used bioabsorbable interference screw for 47 patients, group 3 used RIGIDfix for 42 patients. We compared the clinical results by physical examination (anterior drawer test, Lachman test and pivot shift test), Lysholm score and KT-2000 arthrometer and compared the radiological results by measurement of tunnel and fixatives position and widening and by MRI findings. We analyzed the results by SAS 8.2 Ducan. Tukey and paired t-test Results : Physical instability was in 5 cases, which group 2 had 4 cases and group 3 had 1 case. Lysholm score improved from 59.8. 64.4, 61 to 90.1, 92.3. 92. KT-2000 arthrometer instability improved from 9.20, 10.2, 9.5 to 1.43. 1.62. 2.00 (p=0.478). Radiologically, all cases had excellent tunnel position and cyst change was observed the 8 cases in the group 2, but, all 20 cases 2nd MRI had signal change of peri-fixatives. But, no correlation of clinical results. Conclusion : No statistical difference of clinical instability was found among three groups. And femoral tunnel changes were much observed in group I, II than III. We considered the RIGIDfix has much advantages because the short operation time, better fixation position and much bone contact surface. But, further long term follow up study was needed.

• Journal of the Korean GEO-environmental Society
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• v.15 no.1
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• pp.53-62
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• 2014

In Korea, in general, separation distance between existing parallel tunnels was set at two to five times as distant as the diameter of the tunnels according to ground conditions. Recently, however, actual applicability of closely spaced parallel tunnels whose distance between tunnel centers was shorter than the diameter has increased due to environmental damages resulting from massive cutting, restriction in purchase of required land, and maintenance of linear continuity. In particular, when the pillar width of tunnel decreases, the safety of pillars affects behaviors of the tunnel and therefore the need for diverse relevant studies has emerged. However, research so far has been largely confined to analysis of behavior characteristics of pillars, or parameters affecting design, and actually applicable and quantitative data have not been presented. Accordingly, in order to present a stability evaluation method which may maximally reflect construction conditions of spots, this study reflected topographical and stratigraphic characteristics of the portal part with the highest closeness between the tunnels, simulated multi-layer conditions with rock mass and complete weathering, and assessed the degree of effect the stability of pillars had on the entire tunnels through numerical analysis according to changes in pillar width by ground strength. This study also presented composite analysis result on ground surface settlement rates, interference volume rates, and average strength to stress and a formula, which may be applicable to actual work, to evaluate safety rates of closely spaced parallel tunnel pillars and minimum pillar width by ground strength based on failure criteria by Hoek-Brown (1980).