최근 생활방식의 변화로 인하여 실내 생활이 점점 증가함에 따라 다양한 인테리어 자재의 수요가 증가하고 있으며, 이에 따라 인테리어 스톤 제품 생산 과정에서 발생하는 산업 폐기물인 슬러지의 발 생도 더불어 증가하고 있다. 발생하는 슬러지는 전량 소각 및 매립되어 처리되고 있으며 환경파괴 및 매립지 부족 등의 문제로 슬러지 처리에 어려움을 겪고 있는 실정이다. 이와 더불어 최근 건설 현장의 골재 수급은 매우 어려운 상황이며 이는 직접적으로 레미콘의 품질 및 가격에 영향을 미치게 된다. 이 러한 문제점의 해결을 위하여, 본 연구에서는 모르타르 내부의 잔골재를 인테리어 스톤 슬러지로 치환 하여 슬러지의 친환경적 재활용성을 검토하고자 하였다. 선행 연구를 바탕으로 시멘트, 슬러지, 잔골 재, 고유동화제 등을 활용하여 배합비를 설정하였으며, 이에 대한 시험체를 제작 하였다. 잔골재 무게 대비 슬러지는 각각 5, 10, 15, 20%를 치환하였으며, 각 배합에 대한 유동성과 재령별 압축강도를 측 정하였다. 관입저항 실험을 통해 각 시편의 초결과 종결 시간을 확인하였으며 수은압입법을 통해 시편 별 내부의 공극을 측정하였다.

This research investigates the incorporation of eco-friendly materials, namely fly ash and artificial interior stone sludge into cement grouts. The study aims to establish the correlation between the microstructural properties and the compressive strength, providing a comprehensive behavior of fly ash and artificial interior stone (AIS) sludge on the cement grouts. A multifaceted experimental approach encompassing compressive strength testing, mercury intrusion porosimetry, thermogravimetric analysis, and scanning electron microscopy is employed. The result indicated that incorporating fly ash and artificial interior stone sludge into cement grouts led to a reduction in the porosity and refinement of the pore size. The thermogravimetry analysis revealed a notable impact of fly ash and artificial interior stone sludge on hydration and phase transition. The scanning electron microscopy findings of the microstructural enhancement confirmed that the combined incorporation of fly ash and AIS sludge densified the structure.

PURPOSES : In this study, to improve the quality and construction performance of backfill materials for road excavation and restoration, the basic properties of rapid-hardening materials and stone sludge are analyzed to propose an optimal mix design. METHODS : To utilize rapid-hardening materials and stone sludge as controlled low-strength materials for pipeline construction in downtown areas, specimens were prepared for each compounding condition of fast-hardening materials. Flow, slump, and compressive strength tests were performed at various setting times. Subsequently, the physical and mechanical characteristics of the rapid-hardening backfill material for each mixing factor were analyzed. RESULTS : When ultrafast hardening cement and stone sludge are used, a setting time exceeding 30 min is required for a water–binder (W/B) ratio of 200% or higher. Considering the economic feasibility of ultrafast hardening cement, a W/B of 300% is considered the most suitable when high-performance superplasticizer and retarders are mixed. A flow test was performed on the rapid-hardening backfill material and the results show that if the mixing time exceeds 10 min, then the fluidity decreases rapidly, which necessitates a higher amount of superplasticizer. When ultrafast hardening cement is used, the initial strength (based on 4 h) is 0.7 MPa or higher for all formulations at a W/B ratio of 300%, and the compressive strength decreases slightly as the amount of superplasticizer is increased by 0.1%. CONCLUSIONS : Based on the fluidity and strength of the backfill material, which is composed of a rapid-hardening material and stone sludge, the most optimal performance is achieved when ultrafast-hardening cement with a W/B ratio of 300% is used in addition to a highperformance fluidizing agent 0.3% (wt./B) and retarder 0.2% (wt./B).

The purpose of this study was to determine the feasibility of using waste stone and waste stone sludge, generated by stone grinding operations, as substitutes for natural resources. In addition, the possibility of expanding the scope of safe recycling was confirmed via an environmental assessment. This assessment was carried out by measuring particle size distributions and physical and chemical characteristics, as well as via dissolution and content tests. Waste stones and powdered waste stone sludge generated from the I-, K-, and R-quarries located in the Geochang area were selected and sampled. The pH was weakly alkaline (7.74 - 9.7), and the water content ranged from 21.29% to 32.57%. Only the Iquarry sample exceeded the 30% water content limit. The Waste Control Act regulates the use of filler materials such as bottom restoration and lowland materials in the quarry to less than 30%. Leaching tests conducted using I-, K-, and R-quarry samples were analyzed. The samples did not exceed the controlled waste criteria for hazardous substances defined by the Waste Management Act. The limits for Pb, Cr, As, Hg, Cd, and Cr6+ are 3 mg/L, 3 mg/L, 1.5 mg/L, 0.005 mg/L, 0.3 mg/L, and 1.5 mg/L, respectively. Based on the results of content tests, only Cu (252 mg/Kg) exceeded the 1 area standard (150 mg/kg) for troublesome soil contamination defined in the Enforcement Regulations of the Soil Environment Conservation Act. Based on this environmental assessment, current policies allow expansion of recycling.

This study was intended to estimate the effect of adding stone dust sludge into concrete strength characteristics. it was found that the partial replacement of fine aggregate with stone dust sludge had an positive effect on the strength of concrete.

In this research, Crushed-stone sludge obtained from production processing of crushed aggregates were recycled to manufacture artificial aggregate. Compressive strength , Elastic modulus, Splitting strength, Flexural strength and freeze/thaw, Carbonation test were conducted for artificial aggregate concrete. The results showed that compressive strength and freeze/thaw and depth of carbonation resistance of concrete using crushed-stone sludge aggregate were higher than those of concrete using normal crushed stone. but elastic modulus, splitting and flexural strength were lower than those of concrete using normal crushed-stone