• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2006년도 학술발표회 논문집
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• pp.105-112
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• 2006

Liquefaction-induced lateral spreading has been the most extensive damage to pile foundations during earthquakes. However, a case of pile failure was reported despite the fact that a large margin of safety factor was employed in their design. This means that the current seismic design method of pile is not agreeable with the actual failure mechanism of pile. Newly proposed failure mechanism of pile is a pile failure based on buckling instability. In this study, failure behavior of pile embedded in liquefied soil deposits was analyzed considering lateral spreading and buckling instability performing 1g shaking table test. As a result, it can be concluded that the pile subjected to excessive axial loads ($near\;P_{cr}$) can fail by buckling instability during liquefaction. When lateral spreading took place in sloping grounds, lateral spreading increased lateral deflection of pile and reduced the buckling load, promoting more rapid collapse. In addition, buckling shape of pile was observed. In the ease of pile buckling, hinge formed at the middle of the pile, not at the bottom. And in sloping grounds, location of hinge got loiter compared with level ground because of the effects of lateral spreading.

• Geomechanics and Engineering
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• 제3권1호
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• pp.1-16
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• 2011

Piles passing through sloping liquefiable deposits are prone to lateral loading if these deposits liquefy and flow during earthquakes. These lateral loads caused by the relative soil-pile movement will induce bending in the piles and may result in failure of the piles or excessive pile-head displacement. Whilst the weak nature of the flowing liquefied soil would suggest that only small loads would be exerted on the piles, it is known from case histories that piles do fail owing to the influence of laterally spreading soils. It will be shown, based on dynamic centrifuge test data, that dilatant behaviour of soil close to the pile is the major cause of these considerable transient lateral loads which are transferred to the pile. This paper reports the results of geotechnical centrifuge tests in which models of gently sloping liquefiable sand with pile foundations passing through them were subjected to earthquake excitation. The soil close to the pile was instrumented with pore-pressure transducers and contact stress cells in order to monitor the interaction between soil and pile and to track the soil stress state both upslope and downslope of the pile. The presence of instrumentation measuring pore-pressure and lateral stress close to the pile in the research described in this paper gives the opportunity to better study the soil stress state close to the pile and to compare the loads measured as being applied to the piles by the laterally spreading soils with those suggested by the JRA design code. This test data shows that lateral stresses much greater than one might expect from calculations based on the residual strength of liquefied soil may be applied to piles in flowing liquefied slopes owing to the dilative behaviour of the liquefied soil. It is shown at least for the particular geometry studied that the current JRA design code can be un-conservative by a factor of three for these dilation-affected transient lateral loads.

• 한국수자원학회논문집
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• 제32권1호
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• pp.83-94
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• 1999

대륙붕에서 부유사 하층밀도류는 양측이 수로에 제한을 받지 않기 때문에 주흐름방향인 종방향뿐만 아니라 횡방향으로도 자유롭게 흐른다. 횡방향흐름은 대륙붕 및 대륙붕사면을 따라 흐르는 밀도류의 종방향 도달거리를 크게 감축시킬 수 있다. 본 연구에서는 부유사 밀도류 대신에 염수를 이용한 밀도류 실험을 대형 탱크를 이용하여 실시하였고, 차원해석을 통하여 사면에서 밀도류의 흐름률에 관한 간단한 식을 개발하였다. 특성길이 및 특성시간은 유입부에서의 유량과 부력흐름률의 함수로 나타내었다. 유입부의 폭이 주어질 경우,개발된 흐름식을 사용하여 시간에 따른 밀도류의 최대폭과 종방향으로의 전파속도를 계산할 수 있다. 식에 의한 예측값과 관측값이 서로 잘 일치함을 보였다.

• 한국지진공학회논문집
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• 제11권4호
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• pp.43-51
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• 2007

Liquefaction-induced lateral spreading continues to be a major cause of damage to deep foundations. Currently there is a huge uncertainty associated with the maximum lateral pressures and forces applied by the liquefied soil to deep foundations. Furthermore, recent centrifuge and is shaking table tests of pile foundations indicate that the permeability of the liquefied sand is an extremely important and poorly understood factor. This article presents experimental results and analysis of one of the centrifuge tests that were conducted at the 150 g-ton RPI centrifuge to investigate the effect of soil permeability in the response of single piles and pile groups to lateral spreading.

• 한국지반공학회논문집
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• 제22권11호
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• pp.123-131
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• 2006

지진 시 액상화에 의한 지반흐름은 말뚝파괴에 가장 큰 영향을 미치는 것으로 알려져 있다. 실제로 충분히 큰 정적 안전율을 갖도록 설계된 말뚝이 지진 시 좌굴에 의해 파괴되는 사례가 빈번히 발생하였다. 본 연구에서는 1-g 진동대 실험을 통해 액상화 지반에 근입된 말뚝의 좌굴에 의한 파괴거동을 분석하였다. 실험 결과, 좌굴하중에 근접한 연직하중을 받고 있는 말뚝은 지반의 액상화 발생 시 좌굴에 의해 쉽게 파괴될 수 있으며 액상화에 의한 지반흐름이 발생할 경우, 말뚝의 횡방향 변형이 증가하면서 좌굴파괴하중이 감소함을 알 수 있었다. 또한 파괴된 말뚝을 꺼내어 관찰한 결과, 액상화가 발생한 후라도 지반에 구속압이 존재하여 Euler 좌굴현상과 다르게 말뚝 하부가 아닌 중간위치에서 말뚝파괴가 발생하였으며 지반경사가 급해질수록 지반흐름에 의한 파괴 위치가 점점 말뚝하부로 낮아짐을 볼 수 있었다.

• 한국전기전자재료학회논문지
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• 제15권11호
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• pp.969-975
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• 2002

Thin film transistors(TFT) were made based on the polycrystalline Si (poly-Si) crystallized by sequential lateral solidification(SLS) method. The electrical characteristics of the devices were analyzed. n-type TFTs did not show a superior characteristics compared to p-type TFTs. We analyzed the causes of the failure by focused ion beam(FIB) analysis and automatic spreading resistance(ASR) measurement, to study the structural integrity and the doping distribution, respectively. FIB showed no structural problems but it revealed a non-intermixed layer in the contact holes between the polysilicon and the aluminum electrode. ASR analyses on poly-Si layer with various doping concentrations and activation temperatures showed that the inadequately doped areas were partially responsible for the inferior behavior of the whole device.

• 한국해안해양공학회지
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• 제5권4호
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• pp.296-301
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• 1993

하수젯트플룸과 주변염수와의 밀도차가 Gauss 분포를 한다는 가정하에 저자들이 구한 플룸의 횡방향 퍼짐에 대한 이론해를 낙동강 하수플룸의 관측자료로 검증하였다. 또한 플룸의 존재가 세립 부유퇴적물의 이동에 미치는 영향도 검토되었다. 현장 관측자료는 이론적인 계산결과와 비교적 잘 맞는 것으로 나타났다. 따라서 본 논문에서 채택하여 검증한 플룸의 횡방향 유동에 대한 이론해가 플룸의 횡방향 퍼짐문제를 다루는데 유용하게 쓰일 수 있을 것이라는 결론을 내릴 수 있었다. 플룸의 존재로 인한 밀도 성충으로 인하여 부유퇴적물은 침전이 지연되고 통상적 정상류의 경우보다 더욱 밀리 운반되는 것으로 생각된다.

• The Korean Journal of Pain
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• 제21권3호
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• pp.217-223
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• 2008

Background: Lumbar transforaminal epidural injections (LTEIs) have been utilized in the treatment of radicular pain, and LTEIs have the advantage of target-specificity. However, there have not been enough studies on the contrast patterns in LTEIs with using fluoroscopy. The purpose of this study was to evaluate the spreading epidural contrast patterns that are seen during real-time fluoroscopic guided LTEIs. Methods: A total of 131 patients who underwent fluoroscopic guided LTEIs were studied. The inclusion criteria were those patients with low back pain and/or lower extremity pain that was caused by a herniated nucleus pulposus, lumbar spinal stenosis, failed back surgery syndrome, and herpes zoster-associated pain. We classified the contrast patterns in regard to the contrast flow spreading to the nerve root and/or the unilateral, bilateral or cylinderic type of epidural spreading on the AP view of the fluoroscopy and the ventral or dorsal epidural filling on the lateral view. In addition to the pattern analysis, we evaluated the range of contrast spreading from the cranial to the caudal epidural filling and the incidence of an intravascular flow pattern. Results: Epidural spreading was seen in 126 cases (96.2%) of the total patients through the nerve root. Ventral spreading occurred in 120 cases (95.2%). On the AP view, a nerve root with unilateral, bilateral and cylinderic epidural filling was noted for 108 (85.7%), 9 (7.1%) and 9 (7.1%) cases, respectively. The contrast spreading to vertebral segments was smaller for the patients with lumbar spinal stenosis and failed back surgery syndrome than for the other groups (P < 0.0083). The incidence of intravascular injection was 11.1% (14/126). Conclusions: LTEIs using fluoroscopic visualization provided excellent assessment of the ventral epidural filling as well as nerve root filling. However, unilateral epidural spreading was prominent for the LTEIs.

• 생물환경조절학회지
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• 제13권1호
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• pp.21-25
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• 2004

브로콜리의 측지재배에 있어서, 엽령이 다른 시기의 생장점 제거가가 브로콜리의 생육 및 수량에 미치는 영향을 검토하였다. 적심은 육모기중 본엽 2매, 3매, 4매시에 실시하였으며, 무적심을 관행재배로 하였다. 초장은 처리간 생육차이를 보이지 않았으나 생체중은 적심시기가 늦어짐에 따라 감소되는 경향을 보였다. 적심처리의 경우 무적심에 비하여 엽수 및 측지수가 증가하였다. 정화리 형성일은 2매 적심처리에서 무적심에 비하여 3일 정도 빠라졌다. 정화뢰(첫번째 화뢰) 무게는 무적심에서 244g으로 가장 무거우T으며, 적심처리의 경우 무적심에 비하여 엽수 및 측지수가 증가하였다. 정화뢰 형성일은 2매 적심처리에서 무적심에 비하여 3일 정도 빠랄졌다. 정화뢰(첫번째 화뢰) 무게는 무적심에서 244g으로 가장 무거웠으며, 적심처리의 경우 적심시기가 늦어짐에 따라 감소되었다. 2번째 화뢰중은 본엽 2매 적심처리에서 157g으로 가장 무거웠다. 총 화뢰중은 본엽 2매시 적심처리에서 378g으로 가장 무거웠으며, 4매 적심시 196g으로 가장 가벼웠다. 상품수량은 무적심 1,184kg에 비하여 본엽 2매 적심시 1,754kg으로 48%의 증수효과를 보였으며, 본엽 4매 적심시 820kg으로 가장 적었다. 첫 수확일은 본엽 2매 적심처리에서 무적심에 비하여 6일 정도 조기수확이 가능하였다.

• 대한음성학회지:말소리
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• 제33_34호
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• pp.71-89
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• 1997

In the framework of linear representation which allows for no internal structure within features, there is no way to represent nonlinear phonological phenomena such as complex segments. This paper shows how we carl solve some problems of the linear feature theory in relation to the hierarchical feature theory. The purpose of this paper is to explain lateral assimilation under hierarchical feature representation. Although arguments for the position of classes of distinctive features have been made the position of (lateral) remains the issue of debate. Sagey(1988) argues that the feature [lateral] is structurally dependent on the root node. In contrast Rice & Avery (1991) put the feature (lated) under the spontaneous voicing. I have discussed previous studies of feature hierarchy and I propose a revised model of feature representation. Within this model I have shown how well feature geometry describes lateralization as feature spreading.