• 제목/요약/키워드: Environmental capacity

검색결과 3,944건 처리시간 0.034초

Effect of fibers and welded-wire reinforcements on the diaphragm behavior of composite deck slabs

  • Altoubat, Salah;Ousmane, Hisseine;Barakat, Samer
    • Steel and Composite Structures
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    • 제19권1호
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    • pp.153-171
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    • 2015
  • Twelve large-scale composite deck slabs were instrumented and tested in a cantilever diaphragm configuration to assess the effect of fibers and welded wire mesh (WWM) on the in-plane shear capacity of composite deck slabs. The slabs were constructed with reentrant decking profile and reinforced with different types and dosages of secondary reinforcements: Conventional welded wire mesh (A142 and A98); synthetic macro-fibers (dosages of $3kg/m^3$ and $5.3kg/m^3$); and hooked-end steel fibers with a dosage of $15kg/m^3$. The deck orientation relative to the main beam (strong and weak) was also considered in this study. Fibers and WWM were found efficient in distributing the applied load to the whole matrix, inducing multiple cracking, thereby enhancing the strength and ductility of composite deck slabs. The test results indicate that fibers increased the slab's ultimate in-plane shear capacity by up to 29% and 50% in the strong and weak directions, respectively. WWM increased the ultimate in-plane shear capacity by up to 19% in the strong direction and 9% in the weak direction. The results suggest that discrete fibers can provide comparable diaphragm behavior as that with the conventional WWM.

쇄석말뚝으로 보강된 기초시스템의 파괴 거동 (Failure Characteristics of Foundation System Reinforced with Stone Columns)

  • 신방웅;배우석
    • 한국지반환경공학회 논문집
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    • 제2권3호
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    • pp.71-80
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    • 2001
  • 쇄석말뚝-매트로 구성된 기초시스템은 지지력이 여러 인자에 의해 영향을 받게 되어 기초지반과 말뚝체의 상호작용을 정량적으로 평가하기에 어려움이 있다. 복합지반의 지지력은 말뚝-흙 경계면의 측방응력에 의해 발생되므로 쇄석말뚝의 거동을 규명하기 위해서는 경계면에서 발생하는 수평저항력에 영향을 미치는 인자들에 대한 평가가 필요하다. 또한, 말뚝간격과 근입비, 파괴각 등 기하학적 요인들도 영향을 미치는 것으로 알려져 있다. 따라서, 본 논문에서는 쇄석말뚝-매트로 구성된 기초시스템의 선단지지 단일말뚝과 군말뚝에 대한 실내모형실험을 통하여 쇄석말뚝의 한계깊이를 측정하고 파괴각에 영향을 미치는 인자들을 평가하였다. 또한, 실내실험결과를 이론식과 비교하였으며 유한요소해석을 통해 파괴거동을 평가하여 실내모형실험의 타당성을 검증하였다.

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게 껍질을 이용한 수중의 중금속 제거 (The removal of heavy metals by crab shell in aqueous solution)

  • 안희경;박병윤;김동석
    • 한국환경과학회지
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    • 제9권5호
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    • pp.409-414
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    • 2000
  • In order to examine the availability and effectiveness of crab shell for the removal of heavy metals in aqueous solution the crab shell was compared with cation exchange resin(CER), zeolite granular activated carbon (GAC) and powdered activated carbon(PAC) on aspects of heavy metal removal capacity rate and efficiency. In the removal of Pb, Cd and Cr, the heavy metal removal capacity of crab shell was higher than those of any other sorbents (CER, zeolite, GAC, PAC) and the order of heavy metal removal capacity was crab shell>CER>zeolite>PAC GAC. However in the removal of Cu, the result of crab shell was slightly lower than that of CER. The initial heavy metal removal rate was affected by the sorts of sorbents and metals. In all heavy metals the heavy metal removal rate of crab shell was higher than those of any other sorbents. Under the heavy metal concentration of 1.0 mmole/$\ell$ the heavy metal removal efficiency of crab shell was maintained as 93~100% which was much higher than those of any other sorbents.

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Compression test of RCFT columns with thin-walled steel tube and high strength concrete

  • Xiamuxi, Alifujiang;Hasegawa, Akira
    • Steel and Composite Structures
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    • 제11권5호
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    • pp.391-402
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    • 2011
  • It is clear from the former researches on reinforced concrete filled steel tubular (RCFT) structures that RCFT structures have higher strength and deformation capacity than concrete filled steel tubular (CFT) structures. However, in the case of actual applications to large-scaled structures, the thin-walled steel tube must be used from the view point of economic condition. Therefore, in this study, compression tests of RCFT columns which were made by thin-walled steel tube or small load-sharing ratio in cooperation with high strength concrete were carried out, meanwhile corresponding tests of CFT, reinforced concrete (RC), pure concrete and steel tube columns were done to compare with RCFT. By the a series of comparison and analysis, characteristics of RCFT columns were clarified, and following conclusions were drawn: RCFT structures can effectively avoided from brittle failure by the using of reinforcement while CFT structures are damaged due to the brittle failure; with RCFT structures, excellent bearing capacity can be achieved in plastic zone by combining the thin-walled steel tube with high strength concrete and reinforcement. The smaller load-sharing ratio can made the reinforcement play full role; Combination of thin-walled steel tube with high strength concrete and reinforcement is effective way to construct large-scaled structures.

알긴산을 이용한 중금속 제거에 관한 연구 (A Study on Heavy Metal Removal Using Alginic Acid)

  • 전충;최석순
    • 유기물자원화
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    • 제15권4호
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    • pp.107-114
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    • 2007
  • 다당류의 일종인 알긴산을 이용한 중금속 제거에 관한 연구가 수행되어졌다. 알긴산은 pH 4에서 480mg/g의 납 이온을 흡착하였으며 이것은 다른 생물흡착제에 비해서 약 2배 정도의 높은 흡착능이다. 납 이온에 대한 등온흡착선을 묘사하기 위하여 Langmuir model 식을 이용하였으며 실험결괴는 모델식에서 얻어진 결과와 잘 부합되었다. 온도가 증가함에 따라서 흡착능은 증가하였으며 이는 알긴산과 납 이온의 흡착은 흡열반응임을 보여준다. 납 이온의 흡착에 대한 알칼리 금속(칼슘, 마그네슘 이온)의 영향은 거의 없었으며 대부분의 흡착은 30분 내에 이루어졌다. 구리, 수은, 스트론튬, 세슘 과 같은 다른 금속 이온에 대한 흡착능도 조사되었다.

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Failure Modeling of Bridge Components Subjected to Blast Loading Part II: Estimation of the Capacity and Critical Charge

  • Quintero, Russ;Wei, Jun;Galati, Nestore;Nanni, Antonio
    • International Journal of Concrete Structures and Materials
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    • 제1권1호
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    • pp.29-36
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    • 2007
  • The purpose of this paper is the assessment of the capacity of the reinforced concrete (RC) elements of an arch bridge when they are subjected to contact and near-contact explosive charges of various amounts, and the estimation of the critical charges for these components. The bridge considered is the Tenza Viaduct, a decommissioned structure south of Naples, Italy. Its primary elements, deck, piers and arches were analyzed. The evaluation was accomplished via numerical analyses that made possible to obtain the elements dynamic response when they are exposed to blast loading conditions. To evaluate the member's capacities, failure criteria for deck, piers and arches were proposed based on concrete damage parameters. Additionally, curves relating the explosive charge to the residual capacity and to damage level of the elements were also developed. The results of this work were taken into account to investigate the progressive collapse of the global structure.

UV-A LED을 이용한 고추 묘의 저온 내성 유도 (Elicitation of Chilling Tolerance of Pepper Seedlings Using UV-A LED)

  • 박송이
    • 한국환경농학회지
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    • 제39권3호
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    • pp.273-279
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    • 2020
  • BACKGROUND: After transplanting, the recent abnormal low temperature caused physiological disorders of pepper seedlings. This study was conducted to evaluate the effects of UV-A LED, a physical elicitor, on the chilling tolerance of pepper seedlings. METHODS AND RESULTS: Seedlings were continuously irradiated with 370 and 385 nm UV-A LEDs with 30 W·m-2 for 6 d. After that, seedlings were exposed to 4℃ for 6 h and then recovered under the normal growing condition for 2 d. There were no significant differences in growth characteristics of UV-A treatments compared to the control. Fv/Fm values of two UV-A treatments were below 0.8. Electrolyte leakage in the control was increased by chilling stress, while 385 nm UV-A had the significantly lowest value. Total phenolic content and antioxidant capacity of two UV-A treatments significantly increased due to UV-A radiation. However, total phenolic content and antioxidant capacity of the control increased due to chilling stress and tended to decrease again during the recovery time. CONCLUSION: We confirmed that UV-A light was effective to induce the chilling tolerance of pepper seedling, and the supplemental radiation of 385 nm UV-A LED before transplanting could be used as a cultivation technique to produce high quality pepper seedlings.

광해지역 토착 자생식물에 의한 중금속 흡수 (Heavy Metal Uptake by Native Plants in Mine Hazard Area)

  • 최형욱;최상일;양재규
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제15권3호
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    • pp.27-33
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    • 2010
  • The purpose of this study was in search of native plant species showing metal-resistant property and excessively accumulating heavy metals in metal-contaminated soil or abandoned mines as well as in evaluation of applicability of phytoremediation. In the study area, species showing excessively accumulating heavy metals were a shepherd´s purse, pampas grass, a Korean lettuce, a Hwansam vine, the Korean persicary, a foxtail, a goosefoot, and a water pepper. The first screened plant species in Sambo mine were as shepherd's purse, Korean lettuce and pampas grass Among them the shepherd´s purse can be excluded because it is a seasonal plant and has lower removal capacity for heavy metals. The Korean lettuce was also excluded because of having lower removal capacity for heavy metals. Pampas grass is a highly bionic plant species constantly growing from spring. However it has weak points such as little accumulation capacity for zinc as well as small values of an accumulation factor and a translocation factor. Another problem is regarded as removal of roots after the clean up if pampas grass is applied to a farmland. In Sanyang mine, wormwood and Sorijaengi were considered as adaptable species.

활성탄의 기공구조에 따른 아세톤 증기와 톨루엔 증기의 흡착 및 탈착특성 비교 (Comparison of Adsorption and Desorption Characteristics of Acetone Vapor and Toluene Vapor on Activated Carbons According to Pore Structure)

  • 이송우;나영수;안창덕;이민규
    • 한국환경과학회지
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    • 제21권10호
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    • pp.1195-1202
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    • 2012
  • The purpose of this work is to study the adsorption and desorption characteristics of acetone vapor and toluene vapor from adsorption tower in the VOCs recovery device. The six kinds of activated carbon with different pore structures were used and the adsorption and desorption characteristics were compared according to pore structure, desorption temperature, and adsorption method, respectively. Adsorption capacity of acetone vapor and toluene vapor by batch method was higher than that by dynamic method. Especially, activated carbon with medium-sized or large pores had more difference in adsorption capacity according to adsorption methods as a result of gradually condensation of vapors on relatively mesopore and large pores. Activated carbons with relatively large pores and relatively small saturated adsorption capacity had excellent desorption ability.

현장시험을 통한 수평배수재로서의 풍쇄 슬래그의 적용성에 관한 연구 (Application of Precious Slag Ball for horizontal drain material by field experimental test)

  • 신은철;이운현;김수완;유정훈
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.449-456
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    • 2009
  • As soft grounds have complex engineering properties that the load bearing capacity is low and high compressibility, it needs to solve this problems prior to structures are constructed by the method of improvement of soft ground. Generally, the sand mat is used to as a horizontal drain material and loading base for soft ground improvement work. However, as the natural environment can be damaged by sand pickings of large quantity and the volume which is enormous and an amount of demanded sand is increased, it is state of short in supply. This paper presents the result of field experimental test to use Precious Slag Ball to solve these issues instead of sand mat as the replacing material. This study evaluated the performance of Precious Slag Ball as a sand mat in terms of discharge capacity, settlement, and settlement through the K-Embank program.

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