• 콘크리트학회논문집
• /
• 제14권1호
• /
• pp.33-40
• /
• 2002

굳지않은 콘크리트를 진공ㆍ감압시켜 제조하는 진공콘크리트는 내부의 공극을 제거하여 조직의 밀실화를 도모하는 것으로 내마모성 및 강도개선 효과가 있는 것으로 알려져 있으며 선진국에서는 건축물 바닥, 댐콘크리트등에 실용화 된 바 있다. 본 연구는 콘크리트 제조과정에서 진공ㆍ감압 수준의 변화와 배합조건에 따른 콘크리트의 강도 및 슬럼프 등과 같은 물리적 특성변화를 관찰하고자 하였으며 연구 결과는 다음과 같다. 진공ㆍ감압콘크리트의 경우, 공기량 저하에 의한 내부공극 감소로 인한 압밀현상으로 단위용적중량과 압축강도가 증진되는 것으로 나타났으나, 시공성, 취성, 내구성능 등에 있어서는 문제 해결을 위한 지속적인 연구가 필요하다.

• 한국측량학회지
• /
• 제33권3호
• /
• pp.203-209
• /
• 2015

This paper discusses the effectiveness of using Landsat 8 TIR (Thermal Infrared) band images to improve the accuracy of landuse/landcover classification of urban areas. According to classification results for the study area using diverse band combinations, the classification accuracy using an image fusion process in which the TIR band is added to the visible and near infrared band was improved by 4.0%, compared to that using a band combination that does not consider the TIR band. For urban area landuse/landcover classification in particular, the producer’s accuracy and user’s accuracy values were improved by 10.2% and 3.8%, respectively. When MLC (Maximum Likelihood Classification), which is commonly applied to remote sensing images, was used, the TIR band images helped obtain a higher discriminant analysis in landuse/landcover classification.

• Geomechanics and Engineering
• /
• 제17권3호
• /
• pp.307-316
• /
• 2019

Dam deformation should be strictly controlled for the construction of 300 m-high rockfill dams, so the rockfill materials need to have low porosity. A method of using composite grout is proposed to reduce the porosity of rockfill materials for the construction of high rockfill dams. The composite grout is a mixture of fly ash, cement and sand with the properties of easy flow and post-hardening. During the process of rolling compaction, the grout admixture sprinkled on the rockfill surface will gradually infiltrate into the inter-granular voids of rockfill by the exciting force of vibratory roller to reduce the porosity of rockfill. A visible flowing test was firstly designed to explore the flow characteristics of composite grout in porous media. Then, the compressibility, shear strength, permeability and suffusion susceptibility properties of composite grout-modified rockfill are studied by a series of laboratory tests. Experimental results show that the flow characteristics of composite grout are closely related to the fly ash content, the water-to-binder ratio, the maximum sand size and the content of composite grout. The filling of composite grout can effectively reduce the porosity of rockfill materials, as well as increase the compression modulus of rockfill materials, especially for loose and gap-graded rockfill materials. Composite grout-modified rockfill tends to have greater shear strength, larger suffusion erosion resistance, and smaller permeability coefficient. The composite grout mainly plays the roles of filling, lubrication and cementation in rockfill materials.

• Structural Engineering and Mechanics
• /
• 제69권5호
• /
• pp.557-566
• /
• 2019

The reservoir basin bedrock produced significant impact on the long-term service safety of super-high arch dams. It was important for accurately identifying geomechanical parameters and its evolution process of reservoir basin bedrock. The deformation modulus mechanism research methods of reservoir basin bedrock deformation modulus for super-high arch dams was carried out by finite element numerical calculation of the reservoir basin bedrock deformation and in-situ monitoring data analysis. The deformation modulus inversion principle of reservoir basin bedrock in a wide range was studied. The convergence criteria for determining the calculation range of reservoir basin of super-high arch dams was put forward. The implementation method was proposed for different layers and zones of reservoir basin bedrock. A practical engineering of a super-high arch dam was taken as the example.

• 한국지형학회지
• /
• 제24권1호
• /
• pp.39-50
• /
• 2017

This study was conducted to analyze the variation of hydro-geomorphological environment along Baekgok wetland, which experiencing periodical inundation, in that water-level fluctuation of reservoir caused by irrigation. Since the field data is unavailable, modeling techniques, involving models such as HSPF and TELEMAC-2D, have been applied to simulate hydrological cycle in watershed and hydrodynamics in channel scale. The result of simulation indicates that the water-level of reservoir determines both the water surface extension and water depth in the wetland. Furthermore, it also shows that water-level functions as a spatial limit factor for a fluvial environment and woody vegetation such as willow. The fact of which the scale of water-level fluctuation being larger than an average topographical relief along the wetland can explain the result. While the water-level kept high, the wetland is submerged and waterbody becomes lentic. In contrast, while the water-level is lowered, fluvial phenomena of which being dependent on flow rate and channel shape become active. Hence, the valid fluvial process is likely to take place only for 4 months annually just near the channel, and it advances to a conclusion expecting a deposition to be dominant among the wetland except for such area. It is anticipated that such understanding can contribute to establishing plans to preserve the geomorphological and ecological value of the Baekgok wetland.

• 유통과학연구
• /
• 제20권1호
• /
• pp.27-39
• /
• 2022

Purpose This research aims to investigate factors affecting the application of strategic management accounting in Vietnamese Logistics Enterprises. Design/Methodology/Approach: Quantitative research was conducted and data was collected by sending questionnaires to 188 accountants and directors from Vietnamese Logistics Enterprises (including, transportation, warehousing and forwarding). 5 factors (namely: size and organizational structure, technological advancement, and strategic management accounting implementing costs) were selected to measure the application of strategic management accounting (SMA) in Vietnamese Logistics Enterprises (LEs) through correlation and regression analysis. Results: The empirical findings show that there exists a significant association between these factors and the SMA application. LEs have strongly supported the application of SMA as a tool to provide information for making their strategic decisions. The factors including size and organizational structure, technological advancement, SMA implementing c osts, and strategy positively impact the SMA application in both financial and non-financial aspects. This finding helps the adm inistrators realize the importance of SMA. Conclusions: This study provided an overview of SMA application and its benefits to enterprises. It helps managers have a better understanding of SMA and future directions for application. Moreover, the research results will be useful for managers to identify factors influencing their SMA practices and improve the current management process applied in organizations.

• Structural Monitoring and Maintenance
• /
• 제10권2호
• /
• pp.107-116
• /
• 2023

The health condition of of deep water high pile foundation is vital to the safe operation of bridges. However, pier foundations are vulnerable to damage in deep water due to exposure to sea torrents and corrosive environments over an extended period. In this paper, combined with aninvestigation and analysis of the typical damage characteristics of main pier group pile foundations, we study the safety monitoring and real-time early warning technology of the deep water high pile foundations, we propose an early warning index item and early warning threshold of deep water high pile foundation by utilizing a numerical simulation analysis and referring to domestic and foreign standards and literature. First, we combine the characteristics of structures and draw on more mature evaluation theories and experience in civil engineering-related fields such as dam and bridge engineering. Then, we establish a scheme consisting of a Early Warning Index Systemand evaluation model based on the analytic hierarchy process and constant weight evaluation method and apply the research results to a project based on the Jiashao bridge in Zhejiang province, China. Finally, we verify the rationality and reliability of the Early Warning Index Systemof the Deep Water High Pile Foundations.

• Geomechanics and Engineering
• /
• 제36권3호
• /
• pp.247-258
• /
• 2024

Tailings are waste materials of mining operations, consisting of a mixture of clay, silt, sand with a high content of unrecoverable metals, process water, and chemical reagents. They are usually discharged as slurry into the storage area retained by dams or earth embankments. Poor knowledge of the hydro-mechanical behaviour of tailings has often resulted in a high rate of failures in which static liquefaction has been widely recognized as one of the major causes of dam collapse. Many studies have dealt with the static liquefaction of coarse soils in saturated conditions. This research provides an extension to the case of silty tailings in unsaturated conditions. The static liquefaction resistance was evaluated in terms of stress-strain behavior by means of monotonic triaxial tests. Its dependency on the preparation method, the volumetric water content, the void ratio, and the degree of saturation was studied and compared with literature data. The static liquefaction response was proved to be dependent mainly on the preparation technique and degree of saturation that, in turn, controls the excess of pore pressure whose leading role is investigated by means of the relationship between the -B Skempton parameter and the degree of saturation. A preliminary interpretation of the static liquefaction response of Stava tailings is also provided within the Critical State framework.

• 한국재난관리표준학회지
• /
• 제1권2호
• /
• pp.53-59
• /
• 2008

전 세계적으로 물부족 사태는 매우 심각한 상황에 이르렀다. 우리나라도 예외는 아니어서 용수부족이 예상된다. 지하수는 이러한 문제를 일부 지역에서 해결해 주는 역할을 할 수 있으며, 특히 강변여과는 위치와 규모의 제약에도 불구하고 저수지들이 지니고 있는 문제점들을 극복할 수 있다고 알려져 있다. 강변여과 적지분석을 위해 댐건설 지연과 물부족을 겪고 있는 네 지역을 선정하여, 갈등을 해결하고 대안의 우선순위를 결정하는 분석도구인 계층분석과정 (AHP)을 적용하였다. 또한 AHP를 이용한 분석결과를 기존 연구와 비교하였다. 개발된 강변여과 적지분석 방법론은 합리적 의사결정을 위한 판단근거를 제공할 것으로 사료된다.

• 한국식품과학회지
• /
• 제3권1호
• /
• pp.48-51
• /
• 1971

토사질을 제거한 생 개량조개 육을 BHA, EDTA 또는 $NaHSO_3$를 각각 처리한 다음 갈아서 박편으로 열풍건조한 박편건제품의 제조 및 저장중에 있어서 이들의 처리가 박편건제품의 색소 소실 및 흡수율에 미치는 영향을 검토한 결과를 요약하면 다음과 같다. 1) 생개량조개를 갈아서 조개의 형태를 바꾸어 엷게 열풍건조 하므로서 조개의 원형 그대로 건조하는 것 보다 건조시간을 약1/2로 단축할 수 있었다. 2) BHA를 처리하여 박편으로 건조한 것은 다른 처리구와 비교할 때 박편건제품 제조 및 저장중에 색소 소실이 가장 적었다. 3) 박편건제품은 조개 형태 그대로 말린 제품 보다 흡수율이 약2배 높았다. 4) 박편건제품을 암실에 저장한 것은 햇빛이 닿는 곳에 저장한 것 보다 색소 소실도 적고 흡수율도 좋았다.