• 콘크리트학회논문집
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• 제27권6호
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• pp.651-659
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• 2015

최근에 사회적 요구와 경제적인 요구로 인해서 장스팬 건축물이 증가하고 있다. 그러나 장스팬 건축물은 자중이 증가하여 처짐 진동 소음의 문제가 있다. 이러한 문제를 해결하기 위하여 판형중공슬래브가 제안되었는데 이는 슬래브 안에 일체형 중공재를 삽입함으로써 자중이 감소된 슬래브를 만들 수 있다. 이 시스템은 휨성능에는 영향을 받지 않는 단면을 중공재로 대체함으로써 슬래브의 강성은 그대로 유지하면서, 소음 및 처짐을 줄이고 자중을 감소할 수 있는 장점이 있다. 그러나 이 시스템의 경우 부력에 의해 일체화된 중공재가 상승한다는 단점이 있다. 따라서 판형 중공재 고정장치를 개발하였고, 또한 이를 삽입한 판형중공재의 성능을 알아보기 위하여 7개의 실험체를 제작하여 그 성능을 알아보고 그 결과 나타난 수평전단파괴에 대해서 예측을 할 수 있는 식을 제안하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제27권1호
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• pp.71-77
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• 2023

이 연구에서는 높이가 400 mm인 중공슬래브(Hollow-Core Slab, 이하 HCS)의 구조성능을 평가하기 위한 실대형 실험을 수행하였으며, 기존의 압출성형방식이 아닌 단일몰드방식을 적용하여 총 4개의 HCS를 제작하였다. 실험의 주요 변수는 토핑콘크리트의 유무, 전단보강근의 배치 유무 및 위치로 설정하였으며, 실험체들의 균열패턴 및 하중-변위 응답을 상세히 분석하였다. 실험결과 전단철근이 배치된 HCS 실험체들은 휨강도를 달성하였고, 이후에 최종적인 파괴는 사인장균열에 의하여 지배되었으며, HCS 유닛 웨브 내에 전단철근이 배치되지 않은 실험체들의 경우 설계기준을 통해 산정된 공칭휨강도를 발현하지 못하였다. 전단철근을 HCS 유닛에 배근 할 경우에는 전단강도가 약 8~23% 증가하는 것으로 나타났으며, HCS의 중공을 철근콘크리트로 보강하는 방법보다 전단성능 향상에 더 효과적인 것으로 나타났다.

• 폴리머
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• 제39권2호
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• pp.247-255
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• 2015

Poly(1,2-propylene glycol adipate) (PPA) was used as an environmentally friendly plasticizer in flexible poly(vinyl chloride) (PVC). Thermal, mechanical, and rheological properties of the PVC/PPA blends were characterized by differential scanning calorimetry, dynamic mechanical analysis, tensile test, scanning electron microscopy and small amplitude oscillatory shear rheometry. The results showed that PPA lowered the glass transition temperature of PVC. The introduction of PPA could decrease tensile strength and Young's modulus of the PVC/PPA blends; however, elongation-at-break was dramatically increased due to the plastic deformation. The plasticization effect of PPA was also manifested by the decrease of dynamic storage modulus and viscosity in the melt state of the blends. The results indicated that PPA had a good plasticizing effect on PVC.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.374-374
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• 2011

최근 철도의 도심통과구간이나 선하역사 건설이 증가하고 있어 철도 진동과 이로 인한 2차 소음을 효과적으로 차단할 수 있는 대책이 시급히 필요하다. 지금까지 개발된 기술 가운데 가장 효과적으로 진동을 차단할 수 있는 대책은 스프링을 이용하여 궤도 전체를 하부구조와 분리시키는 플로팅 슬래브궤도 공법으로 이미 국외에서는 플로팅 슬래브궤도의 방진설계와 핵심 구성요소인 방진장치에 대한 원천기술이 확보되어 많은 부설실적을 확보하고 있으나 국내에서는 아직 시스템 설계기술과 관련 구성품 설계기술이 확보되어 있지 못하기 때문에 대부분 국외에서 개발된 시스템을 그대로 도입하고, 핵심 구성품인 방진재료는 모두 수입에 의존하는 등 관련 기술의 자립도가 매우 낮은 실정이다. 그러므로 국내외 시장에서의 기술 경쟁력을 확보하기 위해서는 플로팅 슬래브궤도 시스템 및 구성품의 설계기술을 비롯한 핵심기술의 개발이 시급하다. 본 연구에서는 기존의 연구결과를 바탕으로 시공 중 방진장치를 이용하여 슬래브를 리프팅할 때 인상 시기의 차이나 거치 후의 단차에 의해 발생되는 단면력에 대해 슬래브와 전단연결재의 구조적 안전성을 검토하였다.

• Geomechanics and Engineering
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• 제22권2호
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• pp.173-185
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• 2020

Calcareous soil is originated from marine biogenic sediments and weathering of carbonate rocks. The formation history for calcareous sediment includes complex physical, biological and chemical processes. It is preferably selected as the major fill materials for hydraulic reclamation and artificial island construction. Calcareous sands possess inter pores and complex shape are liable to be damaged at normal working stress level due to its fragile nature. Thus, the engineering properties of calcareous soil are greatly affected by its high compressibility and crushability. A series of triaxial shear tests were performed on calcareous sands derived from South China Sea under different test conditions. The effects of confining pressure, particle size, grading, compactness, drainage condition, and water content on the total amount of particle breakage for calcareous soil were symmetrically investigated. The test results showed that the crushing extent of calcareous sand with full gradation was smaller than that a single particle group under the same test condition. Large grains are cushioned by surrounding small particles and such micro-structure reduces the probability of breakage for well-graded sands. The increasing tendency of particle crushing for calcareous sand with a rise in confining pressure and compactness is confirmed. It is also evident that a rise in water content enhances the amount of particle breakage for calcareous sand. However, varying tendency of particle breakage with grain size is still controversial and requires further examination.

• Geomechanics and Engineering
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• 제33권3호
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• pp.301-315
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• 2023

Adopting cohesive soil as geocell-pocket infill materials is not fully accepted by researchers in the field of road engineering. The cohesion that may inhibit the lateral limitation of geocells is a common vital idea that exists within every researcher. However, the influence of infill materials' cohesion on geocell-reinforced performance is still not thoroughly determined. The mechanism behind this still needs to be studied in depth. This study initially discussed the relationship between subgrade bearing capacity, geocells' contribution to reinforced performance, and infill materials' cohesion (IMC). A law was proposed that adopting the soil with high cohesion as infill materials benefited the subgrade bearing capacity, but this was attributed to the superior mechanical properties of infill materials rather than geocells' contribution. Moreover, the vertical and lateral deformation of subgrade, coupling shear stress and confining stress of geocells, and deformation of geocells were deeply studied to analyze the mechanism that high cohesion can inhibit the geocells' contribution. The results indicate that the infill materials with high cohesion result in the total displacement of the subgrade toward to deeper depth, not the lateral direction. These responses decrease the vertical coupling shear stress, confining stress, and normal displacement of geocell walls, which weaken the lateral limitation of geocells.

• Geomechanics and Engineering
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• 제37권3호
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• pp.293-306
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• 2024

Influenced by the alternating effects of dynamic and static pressure during the mining process of close range coal seams, the surrounding rock support of cross mining roadway is difficult and the deformation mechanism is complex, which has become an important problem affecting the safe and efficient production of coal mines. The paper takes the inclined longwall mining of the 10304 working face of Zhongheng coal mine as the engineering background, analyzes the key strata fracture mechanism of the large inclined right-angle trapezoidal mining field, explores the stress distribution characteristics and transmission law of the surrounding rock of the roadway affected by the mining of the inclined coal seam, and proposes a segmented and hierarchical support method for the cross mining roadway affected by the mining of the close range coal seam group. The research results indicate that based on the derived expressions for shear and tensile fracture of key strata, the ultimate pushing distance and ultimate suspended area of a right angle trapezoidal mining area can be calculated and obtained. Within the cross mining section, along the horizontal direction of the coal wall of the working face, the peak shear stress is located near the middle of the boundary. The cracks on the floor of the cross mining roadway gradually develop in an elliptical funnel shape from the shallow to the deep. The dual coupling support system composed of active anchor rod support and passive U-shaped steel shed support proposed in this article achieves effective control of the stability of cross mining roadways, which achieves effective control of floor by coupling active support and preventive passive support to improve the strength of the surrounding rock itself. The research results are of great significance for guiding the layout, support control, and safe mining of cross mining roadways, and to some extent, can further enrich and improve the relevant theories of roof movement and control.

• 한국구조물진단유지관리공학회 논문집
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• 제18권4호
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• pp.10-21
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• 2014

프리캐스트 방식에 의해 제작이 가능한 격자형 강합성 바닥판의 이음부는 콘크리트 전단키와 고장력볼트 체결로 구성될 수 있으며, 이와같은 이음부 자체에 대한 휨 및 전단성능은 부재요소에 대한 실험을 통해 분석된 바 있다. 본 연구에서는 실제 바닥판 구조시스템에서 이음부에 의한 횡방향 하중전달 거동을 분석하고자, 길이 2.5m 및 폭 1m의 단위 바닥판 모듈 한쌍에 이음부를 설치한 실험체를 제작하고 중심 및 편심가력 휨실험을 하였다. 이음부에 하중이 직접 가해지는 중심재하 조건에서 고장력볼트의 설치개수가 30cm 간격 9개에서 60cm 간격 4개로 줄어 들 경우, 재하단계에 따라 이음부의 회전이 비교적 더 크게 증가하고, 이에 따라 바닥판 횡방향으로의 하중전달 정도가 감소함을 알 수 있었다. 그러나, 한쪽 바닥판의 중심에 집중하중이 가해지는 편심재하 조건의 경우에는 횡방향 하중전달 거동에 큰 차이가 없었다. 하중 재하방법별로 이음부의 거동을 비교한 결과, 집중하중에 대한 바닥판 횡방향으로의 하중분배 및 전달량은 이음부 자체의 성능뿐만 아니라 바닥판 슬래브의 펀칭전단에 의해서도 제한되는 것으로 분석되었다. 또한, 펀칭 전단파괴가 발생할 때까지 이음부의 고장력볼트가 항복하지 않은 점을 고려할 때, 이음부 고장력볼트의 설치개수를 4개에서 9개로 증가시키는 것은 실질적으로 강도 보다는 이음부 및 바닥판의 휨강성 성능 증가에 더 큰 영향을 미치는 것으로 사료된다.

• 한국축산식품학회지
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• 제42권5호
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• pp.816-832
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• 2022

To evaluate the effects of early postmortem vacuum packaging (VP) on meat quality during postmortem chilled storage, hot-boned lamb was vacuum-packaged at 1, 6, 12, 24, and 48 h postmortem and stored around 2℃ until 168 h postmortem, with lamb packaged in plastic wrap as the control (aerobic packaging). Intramuscular pH decline was delayed when lamb was vacuum packaged at 1, 6, and 12 h postmortem (p<0.05). The lamb vacuum-packaged at 1 h postmortem (VP-1h group) had significantly lower shear force values and purge losses accompanied by lower free thiol group values than other treatments during postmortem storage and was also higher in extractable calpain-1 activity by 6 h postmortem (p<0.05). Free thiol group concentrations were significantly higher after VP at 6 and 12 h postmortem (p<0.05). Packaging lamb under vacuum very early postmortem produced the lowest shear force and purge loss, likely by slowing heat loss and muscle temperature decline, implying that lamb quality is improved by VP when applied very early postmortem. This was at the expense of protein oxidation, which was unrelated to other meat quality measurements, most likely because potential contracture during hot boning confounded its impact. Further research is required to understand the implications of the interaction between protein oxidation, VP, and hot boning on the acceptability of lamb.

• Smart Structures and Systems
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• 제21권5호
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• pp.583-590
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• 2018

Nowadays, many tunnels have been commissioned for several decades, which require effective inspection methods to assess their health conditions. The ambient vibration test has been widely adopted for the damage identification of concrete structures. In this study, the vibration characters of tunnel lining shells built with forepoling method was analyzed based on the analytical solutions of the Donnell-Mushtari shell theory. The broken rock, foreploing, rock-concrete contacts between rock mass and concrete lining, was represented by elastic boundaries with normal and shear stiffness. The stiffness of weak contacts has significant effects on the natural frequency of tunnel lining. Numerical simulations were also carried out to compare with the results of the analytical methods, showing that even though the low nature frequency is difficult to distinguish, the presented approach is convenient, effective and accurate to estimate the natural frequency of tunnel linings. Influences of the void, the lining thickness and the concrete type on natural frequencies were evaluated.