• Geomechanics and Engineering
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• 제20권1호
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• pp.43-54
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• 2020

The limit analysis and response surfaces method were combined to investigate the reliability of pressurized tunnel faces subjected to seismic force. The quasi-static method was utilized to introduce seismic force into the tunnel face. A 3D horn failure mechanism of pressurized tunnel faces subjected to seismic force was constructed. The collapse pressure of pressurized tunnel faces was solved by the kinematical approach. The limit state equation of pressurized tunnel faces was obtained according to the collapse pressure and support pressure. And then a reliability model of pressurized tunnel faces was established. The feasibility and superiority of the response surfaces method was verified by comparing with the Monte Carlo method. The influence of the mean of soil parameters and support pressure, variation coefficients, distribution type and correlation of c-φ on the reliability of pressurized tunnel faces was discussed. The reasonable safety factor and support pressure required by pressurized tunnel faces to satisfy 3 safety levels were presented. In addition, the effects of horizontal seismic force, vertical seismic force and correlation of k_h-k_v on the reliability of pressurized tunnel faces were also performed. The method of this work can give a new idea for anti-seismic design of pressurized tunnel faces.

• 대한조선학회논문집
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• 제35권2호
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• pp.63-73
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• 1998

최근 산적화물선의 빈번한 침몰사고 발생과 함께 산적화물선의 구조안전성 확보문제가 관심의 대상이 되고 있으며, IMO, 각국 선급협회를 중심으로 구조강도 강화작업이 진행되고 있다. 특히 IMO에서는 산적화물선 침몰사고의 주요 원인중의 하나로 지적되어 온 침수시 파형 횡격벽의 붕괴문제를 방지하기 위해 신조선박뿐만 아니라 기존선박에 대해서도 파형 횡격벽을 보강하도록 하는 규정의 제정을 서두르고 있다. 이 문제와 관련하여 보다 근본적으로는 파형 횡격벽의 최종붕괴 강도 평가방법이 확립되어 있지 않은 문제점이 있다. 본 연구에서는 탄소성 대변형 유한요소 해석기법을 적용하여 파형 횡격벽의 붕괴강도를 계산하기 위한 전용 프로그램을 개발하였으며, 구조모형실험 결과와의 비교를 통하여 개발한 프로그램의 정도와 유용성을 검증하였다.

• 한국산학기술학회논문지
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• 제14권10호
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• pp.5115-5122
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• 2013

본 논문은 급경사지(산사태 및 사면붕괴, 축대 등)붕괴 등으로 인하여 많은 생명과 재산피해 방지를 목적으로 붕괴 위험성을 감지하고 신속히 대응을 할 수 있도록 하기 위하여 u-IT기반의 급경사지 붕괴예측 감시용 실시간 모니터링 시스템을 개발하였다. 급경사지붕괴 감시에 중요한 계측기로서 강우량 계측기, 간극수압 계측기, 지표변위 계측기, 지중경사 계측기, 함수비계측기, 영상분석 계측기 등을 선정하고 테스트베드에 적용하였다. 각 계측기의 신뢰성 검증에 필요한 동작기능 및 성능확인은 현장에 설치된 계측기 별로 실험을 통하여 확인하였다. 본 연구에서 개발한 급경사지붕괴 감지를 위한 USN기반의 실시간 급경사지 모니터링 시스템을 급경사지 붕괴감지뿐만 아니라 도로변 절개사면과 암반사면 등에 상시계측을 통하여 붕괴위험 예측에도 적용할 수 있으므로 인명피해와 재산피해를 최소할 수 있을 것으로 판단되며, 이 시스템은 본 연구의 시범적용 결과를 바탕으로 급경사지 전역에 확산될 계획에 있다.

• 지구물리와물리탐사
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• 제11권3호
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• pp.204-213
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• 2008

2006년 시추되었으며 굴착 시 연약층 붕괴 및 공경수축 등의 잦은 시추공 불안정을 보인 포항 심부 지열 시추공(BH-4, 최종심도: 2,383m)의 안정성에 대해 분석하였다. 안정성 분석을 위해 현장응력과 암석강도를 고려하여 최적이 수압력을 산정한 결과 최적이수압력의 상한은 연직응력으로, 하한은 붕괴압력 또는 공극수압으로 나타났으며, 암종에 따라 매우 다른 범위를 보였다. 시추공 최상부의 반고결 이암 구간은 이수압력의 조절만으로는 공의 붕괴를 방지할 수 없는 조건으로 나타났으며 그 하부의 일부 암종(염기성 암맥, 결정질 응회암)에서는 붕괴압력이 정수압보다 $50{\sim}60%$ 높게 나타났다. 즉 이러한 구간에서는 정수압에 해당하는 이수밀도(0.98 g/$cm^3$)를 사용 시 과도한 공벽 붕괴가 발생할 수 있기 때문에 이수밀도를 1.5 g/$cm^3$ 이상으로 증가시켜 굴착해야 시추공 안정성을 확보할 수 있다.

• Geomechanics and Engineering
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• 제6권5호
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• pp.503-515
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• 2014

On the basis of Hoek-Brown failure criterion, a numerical solution for the shape of collapsing block in the rectangular cavity subjected to seepage forces is obtained by upper bound theorem of limit analysis. The seepage forces obtained from the gradient of excess pore pressure distribution are taken as external loadings in the limit analysis, and the pore pressure is easily calculated with pore pressure coefficient. Thus the seepage force is incorporated into the upper bound analysis as a work rate of external force. The upper solution of the shape of collapsing block is derived by virtue of variational calculation. In order to verify the validity of the method proposed in the paper, the result when the pore pressure coefficient equals zero, and only hydrostatic pressure is taken into consideration, is compared with that of previous work. The results show good effectiveness in calculating the collapsing block shape subjected to seepage forces. The influence of parameters on the failure mechanisms is investigated.

• Tuberculosis and Respiratory Diseases
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• 제78권4호
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• pp.455-458
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• 2015

Excessive dynamic airway collapse (EDAC) is a disease entity of excessive reduction of the central airway diameter during exhalation, without cartilage collapse. An 80-year-old female presented with generalized edema and dyspnea at our hospital. The patient was in a state of acute decompensated heart failure due to pneumonia with respiratory failure. We accordingly managed the patient with renal replacement therapy, mechanical ventilation and antibiotics. Bronchoscopy confirmed the diagnosis of EDAC. We scheduled extubation after the improvement of pneumonia and heart condition. However, extubation failure occurred due to hypercapnic respiratory failure with poor expectoration. Her EDAC was improved in response to high flow nasal oxygen therapy (HFNOT). Subsequently, the patient was stabilized and transferred to the general ward. HFNOT, which generates physiologic positive end expiratory pressure (PEEP) effects, could be an alternative and effective management of EDAC. Further research and clinical trials are needed to demonstrate the therapeutic effect of HFNOT on EDAC.

• 대한조선학회논문집
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• 제49권2호
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• pp.116-123
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• 2012

This study aims to analyze the strength of pressure hull of a small submarine. The pressure hull of a submarine has to withstand very large differential pressure between hydrostatic pressure in submarine operating depth and atmospheric pressure in inner space of a submarine. To do that, the pressure hull is generally ring-stiffened cylindrical shell under external pressure. In this situation, there are some foreseeable failure modes of the pressure hull such as shell yielding, axisymmetric shell buckling, asymmetric shell buckling, overall buckling and buckling of end closure. We calculated collapse pressures of these failure modes with approximation and empirical formulas. And, to analyze critical buckling pressure, we performed eigenvalue analysis with finite element method tools.

• 대한조선학회논문집
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• 제57권4호
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• pp.198-206
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• 2020

In this study, the dynamic structural behavior of pressure vessels due to pressure pulse initiated by implosion of neighbouring airbacked equipments including Unmanned Underwater Vehicles (UUV), sensor system, and so on were dealt with for the structural design and safety assessment of pressure hulls of submarine. The dynamic buckling and collapse responses of pressure vessel in deep sea were investigated considering the effects of initial hydrostatic pressure and fluid-structure interactions. The governing equations for circular cylindrical shells were formulated theoretically assuming a relatively simple displacement fields and the derived nonlinear simultaneous ordinary differential equations were analysed by developed numerical solution algorithm. Finally, the introduced safety assessment procedures for the dynamic buckling behaviors of pressure hulls due to implosion pressure pulse were validated by comparing the theoretical analysis results with those of experiments for examples of simple cylinders.

• 천문학논총
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• 제30권2호
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• pp.93-97
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• 2015

How high-mass stars form is currently unclear. Calculations suggest that the radiation pressure of a forming star can halt spherical infall, preventing further growth when it reaches $10M_{\odot}$. Two major theoretical models on the further growth of stellar mass have been proposed. One model suggests the merging of less massive stellar objects, and the other is through accretion, but with the help of a disk. Inflow motions are key evidence for how forming stars gain further mass to build up massive stars. Recent developments in technology have boosted the search for inflow motion. A number of high-mass collapse candidates were obtained with single dish observations, and mostly showed blue profiles. Infalling signatures seem to be more common in regions which have developed radiation pressure than in younger cores, which is the opposite of the theoretical prediction and is also very different from observations of low mass star formation. Interferometer studies so far confirm this tendency with more obvious blue profiles or inverse P Cygni profiles. Results seem to favor the accretion model. However, the evolution of the infall motion in massive star forming cores needs to be further explored. Direct evidence for monolithic or competitive collapse processes is still lacking. ALMA will enable us to probe more detail of the gravitional processes.

• Geomechanics and Engineering
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• 제13권3호
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• pp.505-515
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• 2017

Based on the collapse characteristics of a shallow rectangular cavity, a three-dimensional failure mechanism which can be used to study the collapsing region of the rock mass above a shallow cavity roof is constructed. Considering the effects of surcharge pressure and surface bolt on the collapsing block, the external rate of works produced by surcharge pressure and surface bolt are included in the energy dissipation calculation. Using variational approach, an analytic expression of surface equation for the collapsing block, which can be used to study the collapsing region of the rock mass above a shallow cavity roof, is derived in the framework of upper bound theorem. Based on the analytic expression of surface equation, the shape of the collapsing block for shallow cavity is drawn. Moreover, the changing law of the collapsing region for different parameters indicates that the collapsing region of rock mass decreases with the increase of the density of surface bolt. This conclusion can provide reference for practicing geotechnical engineers to achieve an optimal design of supporting structure for a shallow cavity.