• Journal of Korean Society of Coastal and Ocean Engineers
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• v.32 no.6
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• pp.575-586
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• 2020

In this study, a two-dimensional hydraulic model test was conducted to examine the hydraulic phenomena that occur around the seawall when wave and wind coexist. Based on recent seawall repair and reinforcement examples, the experimental section was constructed under the condition of installing wave dissipation blocks on the safety surface of four different representative seawalls. Water level fluctuation, reflection, overtopping and wave pressure characteristics according to external force change were reviewed. It was confirmed that the top concrete shape of the seawall is the most important factor of the hydraulic characteristics that appear in front of the seawall, and the tendency is more pronounced when wind acts. Even in the case of vertical type seawall, when wind of 3 m/s~5 m/s occurs, the amount of overtopping increases to about 5%~12%. In the case of wave pressure, it was confirmed from the experimental results that the value increased from about 1.5 to 2.2 times in front of the top of concrete block. In addition, it was confirmed that when the shape of the seawall was different, the range of change in the hydraulic characteristics appeared larger. Therefore, when designing a seawall of a new shape, a more detailed review of the hydraulic characteristics should be accompanied based on these experimental results.

• Tunnel and Underground Space
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• v.28 no.2
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• pp.142-155
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• 2018

The ${\bigcirc}{\bigcirc}$ mine has irregularly developed stratum around the ore body. The purpose of this study is to array irregular stratum thickness systematically for effective roof bolting and to implement a supporting system corresponding to it. The number of 81 cases combined with stratum thicknesses was limited to 9 cases by robust design. For each case, the load height which can act as a roof load was determined by the characteristics of stratum and RMR. The load range due to the load height is calculated assuming block shaped and arch shape. The support load of the roof bolt was considered as the average load of the two methods. Numerical analysis results of the support design showed that the cable bolt was more effective for the roof supporting fully grouted than the anchoring type. As a result of the construction, it was possible to control the roof, but all of the roof was gradually sinking downward due to the deformation of the side wall of the mine tunnel.

• Journal of the Korean Geosynthetics Society
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• v.11 no.1
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• pp.65-75
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• 2012

Since the modem reinforced soil wall technology was introduced in domestic civil engineering society in the year 1980, the reinforced soil walls have been extensively used because these technologies have advantages such as economical efficiency, graceful appearance, and easy construction. This paper describes the application of reinforced soil wall, design criteria, and construction problems. Many cases of troubles, which include a severe deformation of facing, cracks of facing block, overall sliding failure and so on, have been reported. Inappropriate design and construction management mainly induce these problems. The technological level of design and quantity control for reinforced soil wall is not sufficiently supported to cope with the growth quantity of reinforced soil wall construction market and the increasing number of construction companies. The unified standard design and construction criteria of reinforced soil wall should be established with the detail consideration of overall performance and stability. The quality control of design and construction, and cost of construction must be seriously executed to construct a high quality of reinforced soil wall.

• Journal of the Korean Geosynthetics Society
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• v.4 no.3
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• pp.35-43
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• 2005

The geosynthetic reinforced segmental retaining walls(SRW) are improved that the disadvantage of existed retaining wall and the workability in field. Recently, the segmental retaining wall is replacing the exited wall because it is quickly advanced to using by the block in-situ. The use, therefore, is increasing. But, the trends of the large scaled construction was developed that the problems likely to crack and collapse, those are caused of careless in design and construction of SRW not considering about various surrounding conditions. In this study, the cause analysis on destructed SRW was carried out that based on the datum of measured displacement of walls, rainfall features and ground sounding conditions. Also, the analysis of the global slope stability was carried out on collapsed section and non-collapsed section using critical equilibrium method. For the rational stability and analysis of slope including SRW structure, the site conditions including situations of topography, ground and histories of construction and collapse etc should be considered. The rational countermeasure methods for non-collapsed and collapsed areas may be sustained as much as possible current state.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.5
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• pp.75-83
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• 2019

In order to fulfill the obligation to voluntarily reduce greenhouse gas emissions under the Paris Climate Agreement, the proportion of coal and nuclear power generation is reduced worldwide and national efforts are being made to spread renewable energy including solar power generation. Korea also intends to increase the proportion of renewable energy generation to 30~35% by 2040 by introducing laws and regulations. In addition, while the country is trying to apply solar power generation to sidewalks and roads, there is no research related to it in Korea. Therefore, as a precedent study to develop solar power generation roads, solar power generation concrete blocks applicable to sidewalks and plazas were developed and the applicability was evaluated by constructing them on the site. As a result of indoor experiment, compressive strength was measured by 25.5~35.7MPa and flexural strength was measured by 5.1~10.5MPa, which showed that all domestic standards were satisfied. However, the higher the unit cement amount, the lower the strength was measured according to the mixing of the broken fine aggregate. The absorption rate was 5.7%, which satisfied the domestic standard of 7% or less. As a result of the freeze-thawing test, the reduction rate of the compressive strength after 100 cycles was up to 6.3%. As a result of measuring the settlement amount after construction, the maximum of 2.498mm was measured and irregular settlement occurred in the overall area, which is because the resolution of the sand layer was poor during construction. Maintenance techniques of sidewalk concrete block and solar panel need to be established more efficiently through long-term operation in the further.

• Journal of the Korean Geosynthetics Society
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• v.19 no.1
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• pp.75-82
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• 2020

There have been often cases of collapse for geogrid reinforced soil (GRS) retaining wall. Hence, social interest in the reinforcement and restoration of the collapsed GRS wall is increasing day by day. However, there are only few researches. For this reason, a series of numerical analyses using the Plaxis 2D program was conducted in this study to analyze the suitable reinforcement methods that can be applied on the existing damaged GRS wall caused by overturning of the modular blocks facing and the surface settlement at the backfill as the results from the design failure. The restoration plan used in this study is composed of two cases: (Case 1) soil nailing reinforcement and reinforced concrete (RC) wall facing construction on the existing damaged GRS wall; and (Case 2) removal of the entire damaged GRS wall and then reconstruction. The results on the internal stability of the GRS wall show that Case 1 obtained a greater safety factor than Case 2 for tensile force while Case 2 had a greater safety factor than Case 1 for pullout failures. Case 1 was found to be more stable than Case 2 in terms of the global slope safety by shear strength reduction method and the external deformation behavior by numerical analysis. In this study, the existing damaged GRS wall which was reinforced using Case 1 method shows more stable external behavior.

• 한국HCI학회:학술대회논문집
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• 2007.02b
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• pp.554-559
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• 2007

최근 인터넷 관련 기술의 급속한 발전으로 사람들의 다양한 사회적, 경제적 행위들이 인터넷을 기반으로 확대되고 있다. 특히 우리나라의 경우 초고속 통신망의 확산과 더불어 인터넷 쇼핑몰과 상거래시장 또한 빠르게 성장하였다. 이러한 상황에서 인터넷을 매체로 하는 광고기법 또한 다양하게 적용되고 있는데, 인터넷을 통한 광고 효과를 극대화하기 위해 인터넷 신문기사 주변에 배치된 배너광고, 팝업광고 등 여러 가지 시도들이 있어왔다. 이러한 시도들은 인터넷 사용자의 편의에 대한 고려보다는 광고내용을 얼마나 잘 전달할 수 있는가에 초점이 맞추어져 있었다. 그러나 광고내용이 잘 전달된다 하더라도 소비자가 그 광고에 대해 불쾌감을 느끼게 된다면 과연 인터넷 광고효과가 높다고 말할 수 없을 것이다. 예를 들어, 팝업광고에 대한 대응책으로 개인적으로 팝업 블록커(pop-up blocker)를 사용하겠는가에 대한 설문조사 결과를 보면 사람들이 팝업 블록커를 이용해서라도 팝업광고를 피하고자 하는 비율이 77%에 달한다는 것을 알 수 있다. 실제로 Windows XP 서비스팩 2 이후의 버전은 인터넷 사용자들의 편의를 위해 자동 팝업 차단기능을 갖추고 있는 실정이다. 팝업광고를 통해 아무리 높은 정보전달 효과가 발생한다 하더라도 사용자들은 팝업광고에 대하여 거부감이나 부정적 감정을 느낄 수 있다. 그리고 광고정보가 전달된다 하더라도 팝업광고에 대한 사용자들의 불편함이 그 광고에 대한 부정적 감정으로 전이되어 광고대상에 대한 이미지에 악영향을 미칠 수 있음에 유의해야 한다. 그러므로 광고효과는 극대화하면서, 혹은 기존의 수준을 유지하면서 광고에 대한 거부감을 줄인 광고형태를 찾기 위한 다양한 노력들이 필요하다. 이를 위해 본 연구에서는 인터넷 신문기사에 첨부된 광고에 대한 사용자의 거부감을 줄일 수 있는 새로운 광고 제시 방식을 찾고자 일반적으로 사용되는 배너와 팝업 등 두 가지 광고 제시 방식과 전면에 돌출하지 않는 형태로 인터넷 신문기사의 배경에 삽입된 광고 제시 방식을 비교하였다. 그 결과, 인터넷 신문기사 영역의 주변 특정 부분(코너나 중간 부분 등)에 광고를 삽입한 배너 형태의 광고와 인터넷 신문기사 위에 광고가 돌출 등장하여 콘텐츠를 가리는 팝업 형태의 광고 제시 방식보다 새롭게 제안된 백그라운드 형태의 광고 제시 방식이 인터넷 신문기사를 읽는 사용자에게 거부감을 줄이며 동시에 광고효과를 유지할 수 있음을 확인하였다. 이러한 결과를 인터넷 광고 제시 방식으로 활용한다면 인터넷 사용자에게 콘텐츠를 방해하여 발생하는 명시적인 거부감(explicit negative attitude)을 줄이면서도 암묵적인(implicit) 광고효과를 얻을 수 있을 것이다.

• Journal of the Korean Geosynthetics Society
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• v.13 no.4
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• pp.143-151
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• 2014

This paper describes external and internal stability of reinforced earth wall using large-scale modular block and geogrid reinforcement. The evaluation for external and internal stability was conducted to analyze effect of wall height, reinforced soil (or backfill soils) and reinforcement strength. The external stability showed that the analysis cases were satisfied with design criteria, when the required minimum length and vertical spacing of reinforcement were 0.7H and 1m, respectively. The internal stability conformed that some cases were satisfied with design criteria in $25^{\circ}$ of internal friction angle of reinforced soil. Expecially, it will be applicable as wall structure considering a structural stability and economic efficiency based on evaluation of internal stability.

• Journal of Navigation and Port Research
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• v.45 no.6
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• pp.325-332
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• 2021

As commercial and residential areas are actively developed around the coastal area with excellent scenery, installing coastal structures such as seawalls and breakwaters is continuously increasing to secure safe coastal regions. Additionally, the increase in the intensity of natural disasters due to climate change may cause higher incident waves than in the past, which may further aggravate the damage caused by wave overtopping. In this study, compared to the existing vertical seawall, we investigated the effect of wave overtopping reduction of a recurved seawall, which actively reflects the incoming waves, through the hydraulic model test. As a result of the hydraulic model experiment, it was confirmed that there was an effect of up to 92.4% of wave overtopping reduction in average compared to the vertical seawall and structures covered with armor blocks.

• Journal of the Korean GEO-environmental Society
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• v.9 no.4
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• pp.15-21
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• 2008

From the practical point of view, general retaining wall systems, such as gravity wall, cantilever wall and reinforced wall, have several problems. As a countermeasure, precast block type retaining wall systems have been developed and used for the various purposes of construction. The retaining wall systems can be applied not only for mechanical purpose but environmentally friendly aspects by changing the shapes of surface plates and planting on the surface plates. On the other hand, the bulging failure was dominant near the center of wall height. Therefore, an individual block has to be estimated for the stability problem related to turnover and the for design of gravity block type wall. On the basis of this result, the optimum section of the wall has to be determined.