• Journal of the Korean Geotechnical Society
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• v.19 no.4
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• pp.167-178
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• 2003

Damage and overbreak of the remaining rock induced by blasting can not be avoided during tunnel construction which may result in either short-term or long-term tunnel instability. Therefore, in this paper, a methodology to take into account the effect of blast-induced damage in tunnel stability assessment is proposed. Dynamic numerical analysis was executed to evaluate damage and overbreak of the remaining rock for the most common blasting pattern in road tunnel. Rock damage was quantified by utilizing the damage variable factor which is adopted proposed in continuum damage mechanics. The damaged rock stiffness and the damaged failure criteria are used to consider the effect of rock damage in tunnel stability analysis. The damaged geological strength index of the damaged rock was newly proposed from the relationship between deformation modulus and geological strength index. Also the Hoek-Brown failure criteria of the damaged rock was obtained using the damaged geological strength index. Analysing the tunnel stability with the consideration of the blast-induced damage of remaining rock, it was found that the extend of plastic zone and deformation increased compared to the undamaged rock. Therefore the short-term or long-term tunnel stability will be threatened when the rock damage from blasting is ignored in the tunnel stability analysis.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.2 s.54
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• pp.145-152
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• 2009

In performing a risk analysis on structure for earthquake, it is imperative to identify the vulnerability of structures associated with various stages of damage. And the earthquake resisting capability is needed for structures like bridge. So the damage analysis of bridges with or without isolator for earthquake effects is necessary. In this paper, the risk analysis of seismic isolated LRB bridges considering earthquake effects such as PGA, PGV, SA, SV, and SI is performed using fragility curves to assure the earthquake resisting capability of the structures. And, the stability of fragility curve is investigated with respect to input earthquake.

• Journal of Yeungnam Medical Science
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• v.18 no.1
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• pp.101-111
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• 2001

Background: We analyze the functional evaluation, posterior stability after surgery of acute injuries in the femoral detachment and tibial avulsion fracture of posterior cruciate ligament. Materials and Methods: Twenty two patients who underwent primary repair were followed more than one year after operation (mean follow-up 33.7 months). The patients were evaluated with KT 2000 arthrometer and posterior stress test for posterior stability. Lysholm knee score was used for knee function. Results: Lysholm score revealed 85.3 in femoral detachment group and 91.1 in tibial avulsion fracture group (P<0.05). Posterior displacement of the posterior stress test showed 17.2 mm at initial injury and 8.6 mm at last follow up in femoral detachment group, 16.8 mm at initial injury and 7.1 mm at last follow up in tibial avulsion fracture group. There revealed the tendency of the improved posterior stability of the tibial avulsion group compared with femoral detachment group, but there showed no statistical significance in KT 2000 arthrometer and posterior stress x-ray. Conclusion: Functional results of tibial avulsion fracture group revealed the better outcome compared with femoral detachment group, but the degree of posterior stability in tibial avulsion fracture group showed no statistical significance in posterior stability.

• Journal of the Society of Naval Architects of Korea
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• v.37 no.2
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• pp.46-56
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• 2000

This paper is related with one of safety plans to rescue a damaged-ship whether by collision, grounding or internal accident. We discuss the problem on course stability of damaged-ship while towed under severe wind pressure. The characteristic equation to assess the stability on course, is derived from sway and yaw coupled motion of towing and towed vessels with wind effect. Through the numerical calculation on course stability of towing and towed vessels system, the relationship between the course stability of a towed damaged-ship and wind direction or towrope length, is clarified with the parameters of weather and damage conditions.

• The tire
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• s.132
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• pp.23-39
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• 1987

타이어는 여러가자의 중요한 기능을 갖추고 있으나 공기압이 부족하거나 또는 공기가 누출된 상태에서 사용하여 타이어가 손상된 경우에는 자동차의 조종성, 안정성에 중대한 영향이 미친다는 것은 명백한 사실이다. 이러한 타이어 손상의 일례로서 트럭ㆍ버스용 타이어의 블리딩(bleeding) C.B.U.가 있다. 본고는 이와같은 손상에 대하여 실제 사용조건에서 재현 테스트를 실시하여 그 발생요인을 해석한 일본 자동차 타이어 협회의 자료에서 발췌한 것이다.

• Journal of the Society of Naval Architects of Korea
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• v.37 no.1
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• pp.50-59
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• 2000

This paper presents a brief outline of dynamic stability of a damaged ship at final stage of flooding in rough beam wind and waves. One degree-of-freedom, roll equation is adopted with effects of flooding water and external forces due to wind and waves, but without effect of sloshing. We discuss the dynamic stability of the damaged ship in terms of capsizing probability based on risk analysis, the method of which was firstly proposed by Umeda et al.[6] to high speed craft in intact condition. As a result, we can evaluate the dynamic stability of the damaged ship in probabilistic manner according to sea state, operating condition and damage situation.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.1
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• pp.175-182
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• 2008

In performing a risk analysis of structure for earthquake, it is imperative to identify the vulnerability of structures associated with various stages of damage. And the earthquake resisting capability is needed for structures like bridge. So the damage analysis of bridges with or without isolator for earthquake effects is necessary. In this paper, the risk analysis of seismic isolated LRB bridges considering earthquake effects such as PGA, PGV, SA, SV, and SI is performed using fragility curves to assure the earthquake resisting capability of the structures. And, the stability of fragility curve is investigated with respect to elastic modulus.

• 월간산업보건
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• s.387
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• pp.76-79
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• 2020

인체면적의 고작 2%를 차지하는 발바닥은 체중의 98%를 지탱하고 있습니다. 그래서인지 근골격계 질환 중에서도 손상이 빈번하게 일어나는 부위가 발목관절인데요. 스포츠 활동뿐만 아니라 일상생활 중에도 손상이 잘 일어나며 한번 손상되면 발목관절 안정성이 떨어지게 되어 재손상이 쉽게 발생합니다. 이에 발목관절 건강을 지킬 수 있는 적절한 예방운동이 꼭 필요합니다.

• Tunnel and Underground Space
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• v.24 no.3
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• pp.187-200
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• 2014

After excavation or blasting, rock properties within an excavation damaged zone can be perpetually weakened on account of stress redistribution or blasting impact. In the present study, the excavation damaged zone is applied to a rock slope. The objective of this research is to compare the mechanical stability of the rock slope depending on the presence of the damaged zone using 2-dimensional modeling and analyze factors affecting factor-of-safety. From the modeling, it was founded that the mechanical stability of the rock slope is significantly dependent on the presence of the damaged zone. In particular, factor-of-safety with a consideration of the damaged zone decreased by approximately 49.4% in comparison with no damaged zone. Factor analysis by fractional factorial design was carried out on factor-of-safety. It showed that the key parameters affecting factor-of-safety are angle of the slope, cohesion, internal friction angle and height.

• Journal of the Korean Geotechnical Society
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• v.16 no.5
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• pp.129-140
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• 2000

최근들어 핵폐기물 지하처분장을 중심으로 터널굴착에 의한 주변 암반의 손상상태와 암반특성의 변화를 정량적으로 평가하기 위한 시도가 이루어지고 있다. 이는 암반의 지지력을 적극적으로 이용하는 NATM개념에 의해 터널을 시공할 셩우 안정성 해석과 최적 보강설계를 위해 필수적인 사항으로 고려된다. 그러나 현재까지 암반 손상영역을 평가하기 위해 제시된 여러 방법들은 아직까지 그 적용성과 타당성이 충분히 검증되지 못한 실정이다. 이 연구에서는 코어시추, 실험실시험, 발파진동측정, 보어홀 카메라 등의 여러 방법에 의해 손상영역을 정량적으로 평가하고자 하였으며 가 방법의 적용성을 검토하였다. 암반상태 및 발파조건을 달리하여 시험발파를 수행하였으며 발파 후에 터널벽면에 수직하게 시추를 하여 암석코어를 채취한 뒤 손상정도에 따른 암석의 물리적, 역학적 특성들？ 변화를 정량적으로 나타내고자 하였다. 코어 채취후 시축공에 보어홀 카메라를 사용하여 손상영역을 시각적으로 판별하고자 하였으며 발파진동 측정결과로부터 손상영역을 예측하고 채취한 암석시표에 대한 실험실시험 결과와 비교하여 적용성을 검토하였다.