• 한국건설순환자원학회논문집
• /
• 제8권1호
• /
• pp.41-48
• /
• 2013

화강석의 채취 또는 가공 과정에서 발생되는 폐석재 및 폐석분의 경우는 일부 순환골재로만 재활용되고 있고, 이를 제외한 나머지는 대부분 불법 매립되거나, 무단방치 되어 사회적으로 물의를 빚고 있다. 이와 같이 방치되고 있는 폐석재 및 폐석분을 활용해 시멘트계 인조대리석 내 외장패널을 개발하는 연구가 진행되고 있지만, 이를 검증할 수 있는 품질 기준(표준)이 부재하여 성능검증 및 품질확보에 대한 문제점이 남아있는 실정이다. 따라서 본 논문에서는 폐석재, 폐석분(순환자원)을 활용한 인조 대리석 패널의 개발에 따른 품질(성능)을 객관적으로 평가할 수 있는 성능검증 기준(표준)안 마련을 위하여 우리나라의 폐석재 및 폐석분의 배출 현황 자료 조사를 통하여 기초 통계 자료를 마련하고, 국내외 관련 규격 조사를 통하여 폐석재 및 폐석분을 활용한 인조대리석이 갖추어야 할 기본 성능 검증 항목을 도출하고자 한다. 또한, 이를 토대로 폐석재 및 폐석분을 활용한 내 외장용 시멘트계 인조대리석 품질검증 표준안을 개발하고자 한다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2004년도 춘계학술발표회
• /
• pp.90-99
• /
• 2004

Stone column is one of the soft ground improvement method, which enhances ground conditions through ground water draining, settlement reducing and bearing capacity increasing complexly by using crushed stone instead of sand in general vertical drain methods. In recent, general construction material, sand is in short of supply, because of the unbalance of demand and supply. Also, the bearing capacity improving effect of stone column method is needed in many cases so the bearing capacity estimation is considered as important point. Nevertheless, adequate estimation methods to predict bearing capacity of stone column considering stone column and improving ground behavior reciprocally is not yet prepared. To contribute this situation, bearing capacity behavior of stone column were simulated as numerically on various property cases of crushed stone and surrounded ground. Through the numerical analysis of simulation results, bearing capacity behavior prediction formula was suggested. This formula was verified by comparing the prediction result with in situ test.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2006년도 정기 학술대회 논문집
• /
• pp.427-434
• /
• 2006

The stone pagoda on the Miruksa temple site has a high value as architectural history, because this stone pagoda is one of the oldest and grandest stone pagodas which remain in Korea today. However, this stone pagoda has remained only six stones of the northeastern part, becased this stone pagoda was collapsed at past. Therefore, it is important to know the original structure and form of this stone pagoda. Hypotheses about collapse cause of this stone pagoda are presented as four cases: collapse by earthquake, collapse by fragility of ground, collapse by durability reduction, and collapse by lightning, On the basis of these four collapse hypotheses in this study, we investigate collapse phenomenon through the structural analysis using discrete element method and evaluate collapse causes of this stone pagoda.

• 한국건축시공학회지
• /
• 제8권6호
• /
• pp.83-89
• /
• 2008

The stone sludge produced during the manufacturing process of stone blocks is considered as one of industrial waste materials. This stone sludge are managed to either burying under the ground or stacking in the yard, but this disposal process is required an extra costs. The stone sludge disposal like burying or stacking also cause environmental pollutions such as ground pollution and subterranean water pollution. Thus, this study was conducted to explore the possibility of recycling of stone dust sludge as a concrete mixing material in order to extend recycling methods and to solve the shortage of aggregate caused by recently increased demand in construction. Based on the experiment results on various ratios of cement to stone sludge content, the compressive strengths of concrete were recorded in the range of $20{\sim}30N/mm2$. The results did not show any decrease in compressive strength due to the stone dust content. It can be concluded that the stone sludge produced by stone block manufacturing can be sufficiently recycled as one of concrete mixing materials in the aspect of compressive strength.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2006년도 춘계 학술발표회 논문집
• /
• pp.838-845
• /
• 2006

Recently construction work in Korea, demands of favorable condition ground had been increased with industrialization acceleration and economic growth. However, because of limited land space, it was so hard to ensure favorable condition grounds that construction work proceeds until soft ground area on plans of road, railroad and industrial complex. In this case, soft ground improvement was required such as a stone column method. Stone column method, making a compaction pile using crushed stone, is a soft ground improvement method. However, stone column method is difficult to apply to the ground which is not mobilized enough lateral confine pressure because no bulging failure resistance. Hence, in present study, evaluates the stone columns reinforced by geogrid for settlement reduction and wide range of application of stone columns. Triaxial compression tests were conducted for evaluation which is about behavior characteristics of stone column on replacement rate. Then, 3-dimensional numerical analysis were conducted for application of stone column reinforced by geogrid as evaluate behavior characteristics and settlement reduction effect of stone column reinforced by geogrid on reinforcing depth change of geogrid.

• Journal of Ecology and Environment
• /
• 제38권2호
• /
• pp.257-262
• /
• 2015

The ancient fishing methods include stone fish weir, beach seine and baulk net, but the fish catches of the stone fish weir is the most abundant. The stone fish weirs not only constitute important landscape, but also are representative of the fishery culture in Penghu, because they are fishing ground built by ancient people to take advantage of natural environment and resources. The objectives of this study is to understand the relevance of stone fish weirs in Penghu and to preserve biological diversity, as well as the value of stone fish weirs in Penghu fishery culture, and further make suggestions on the stone fish weirs. According to the present study, the marine species around the stone fish weirs tend to be diversifying, and in the future the region's economy can be revitalized by sightseeing, which may promote the ecotourism, and also volunteer tourism. In the future, stone fish weirs must be promoted as a sightseeing destination. Also, by taking into consideration the experience of the Jibei stone weir protection team, the local communities of Penghu can have their own protection team to revitalize the stone fish weirs for sustainable operation and management.

• Geomechanics and Engineering
• /
• 제32권6호
• /
• pp.567-581
• /
• 2023

Enhanced vertical load capacity of the ground reinforced with the stone columns drew great attention by the researchers as it deals with many of the geotechnical difficulties associated with the weak ground. Recently, it has been found that the stone columns are also prone to fail under the shear load when employed beneath the embankments or the foundations susceptible to lateral loads. In this study, the effect of various encasement conditions on the lateral deflection of stone columns is investigated. A method of dual layers of encasement has been introduced and its the effect on lateral load capacity of the stone columns has been compared with those of the single encased stone column and the un-encased stone columns. Large shear box tests were utilised to generate the shear deformation on the soil system under various normal pressure conditions. The stiffness of the soil-stone column combined system has been compared for various cases of encasement conditions with different diameters. When subjected to lateral deformation, the encased columns outperformed the un-encased stone columns installed in loose sand. Shear stress resistance is up to 1.7 times greater in dual-layered, encased columns than in unencased columns. Similarly, the secant modulus increases as the condition changes from an unencased stone column to single-layer encasement and then to dual-layer encasement, indicating an improvement in the overall soil-stone column system.

• 한국농공학회지
• /
• 제44권3호
• /
• pp.85-91
• /
• 2002

This study is performed to evaluate characteristics of plantable concrete using waste stone and stone dust. The test result shows that the void ratio is decreased as the size of waste stone smaller and the content of stone dust increased. The strength of neutralized plantable concrete is decreased by approximately 4∼5% than that of the normal plantable concrete. The reduction effect of pH value is achieved by chemical treatment. Also, the plant is grown well with increase of the void ratio and size of waste stone.

• 농업과학연구
• /
• 제38권1호
• /
• pp.101-108
• /
• 2011

In forest work, working conditions are very hard to improve. The proper distribution of work time and good posture is believed to bring about direct improvements such as accident prevention. On this, this study has analyzed forest workers' posture and their working hours in order to improve their working conditions in stone channel work. Authors has chosen several core elements of stone channel work to focus on, which include stone masonry, excavation of bed, moving stone, directing work, choosing stone, and breaking stone. The ratio of real working time over total working time was shown as 84.6%. As for the time ratio of each elemental work over the real working time, the stone masonry was 60.4%, the directing work was 15.1%, moving stone was 12.1%, choosing stone was 7.1%, breaking stone was 3.3%, and excavation of bed was 2.0%. According to the analytical results provided by OWAS, the ratio of category III (Work posture has a distinctly harmful effect on the musculoskeletal system) has shown that moving stone turned out 65.2%, choosing stone was 61.5%, stone masonry was 46.1%, breaking stone was 14.3%, excavation of bed was 12.5% and directing work was 6.8%. Furthermore, the ratio of category IV (Work posture with an extremely harmful effect on the musculoskeletal system) has shown that excavation of bed turned out 37.5%, breaking stone was 28.6%, stone masonry was 27.3%, choosing stone was 7.7%, moving stone was 6.1% and directing working was 4.5%. These results are expected to be utilized for the improvement with respect to both working methods in the stone channel work and the workers' working posture.

• 헤리티지:역사와 과학
• /
• 제42권4호
• /
• pp.172-197
• /
• 2009

미륵사지와 정림사지 석탑은 한국석탑의 시원인 동시에 현재 유일하게 남아있는 백제석탑이다. 따라서 이 둘의 특징을 살펴보는 작업은, 넓게는 한국석탑, 좁게는 백제양식석탑을 이해할 수 있는 바탕이 된다. 백제의 뛰어난 건축술은 기록에도 전하듯이 아비지가 신라의 국가적인 사업인 황룡사목탑의 건립에 초청된 것을 통해서 알 수 있고, 그 과정에서 석탑과 관련된 기술과 양식이 신라에 전파되었음도 짐작된다. 그러나 신라통일을 맞이하여 백제석탑의 양식을 공유하는 석탑들이 일순간에 단절되었다고 보는 것은, 문화와 예술이 계승 발전된다는 측면에서 쉽게 수긍이 가지 않는다. 현재 학계에서는 여타의 백제지역 석탑들을 모두 고려시대 건립된 백제계 석탑이라는 틀로 규정하여, 일률적인 편년 아래 두고 있다. 등장요인으로는 불교의 대중화, 지방 호족의 지원, 문화의 복고적 경향 등을 들고 있는데, 과연 이것만으로 백제양식석탑이 약 300년간의 공백을 깨고 한 순간에 등장할 수 있었는지는 확신하기 어렵다. 물론 경주지역처럼 활발하지는 않았지만, 백제양식석탑이 일부 지역에 한정되어 전개되었을 가능성이 있다. 본 논문에서는 전개의 시발점에 초점을 맞추어, 백제양식석탑이 미륵사지와 정림사지 석탑을 통해서 형성되고, 그후 왕궁리 석탑을 통해서 전개가 시작되었음을 고찰해 보았다.