• Geomechanics and Engineering
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• 제3권3호
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• pp.207-218
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• 2011

This article describes laboratory research done on strength evaluations for stabilized samples made of tropical fibrous peat. The stabilizing agents used were ordinary Portland cement (OPC) as binding agent and blast furnace slag (BFS) as additive. Stabilized samples were tested for their strength through unconfined compressive strength (UCS) and California bearing ratio (CBR). Different dosage rates of OPC and BFS were used in trial and error experiments for the most effective combination for stabilized peat samples that were at their natural moisture content. Stabilized trial samples were air cured for 90 days. After detecting the most effective dosage rate in the trial samples, their values were used to prepare CBR samples at their optimum moisture content (OMC). CBR samples were then air cured from 1 to 90 days and tested under un-soaked and soaked conditions. The most effective dosage rate for the stabilized peat samples was found to be close to when 75% for OPC and 25% of BFS per total weight of OPC, and BFS. As an example, if 11.25% OPC, and 3.75% BFS are mixed with peat and compacted at their OMC and air cured for 90 days, stabilized peat will have an increase in CBR of 0.8% to 45 % for un-soaked and 20% for soaked conditions.

• Computers and Concrete
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• 제13권6호
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• pp.695-707
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• 2014

This study investigated the chloride binding isotherms of various cement types, especially the contributions of C-S-H and AFm hydrates to the chloride binding isotherms were determined. Ordinary Portland cement (OPC), Modified cement (MC), Rapid-hardening Portland cement (RHC) and Low-heat Portland cement (LHC) were used. The total chloride contents and free chloride contents were analyzed by ASTM. The contents of C-S-H, AFm hydrates and Friedel's salt were determined by X-ray diffraction Rietveld (XRD Rietveld) analysis. The results showed that OPC had the highest chloride binding capacity, and, LHC had the lowest binding capacity of chloride ions. MC and RHC had very similar capacities to bind chloride ions. Experimental equations which distinguish the chemically bound chloride and physically bound chloride were formulated to determine amounts of the bound chloride basing on chloride binding capacity of hydrates.

• 한국건축시공학회지
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• 제22권1호
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• pp.35-43
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• 2022

High Sulfated Calcium Silicate cement(HSCSC) 콘크리트의 성능을 보통포틀랜드시멘트(OPC), 고로슬래그시멘트(S/C)와 비교 검토하고자 하였다. 콘크리트 압축강도 실험결과 초기 3일 재령에서의 High Sulfated Calcium Silicate cement 콘크리트 압축강도 발현율이 보통포틀랜드시멘트 콘크리트의 73.6% 수준으로 다소 적게 확인되었으나, 28일 재령에서 High Sulfated Calcium Silicate cement의 강도 발현율이 상승하여 보통포틀랜드시멘트 대비 약 107.0% 수준으로 소폭 상승하는 것을 확인할 수 있었다. 또한, 콘크리트의 염소이온침투저항성 실험결과 재령 28일의 경우 보통포틀랜드시멘트 대비 고로슬래그시멘트, High Sulfated Calcium Silicate cement 순서로 각각 73.4%, 93.0% 감소하였으며, 재령 56일의 경우 79.1%, 98.3% 감소하여, 우수한 염소이온 침투 저항성능을 확인하였다. 특이사항으로는 보통포틀랜드시멘트, 고로슬래그시멘트 보다 High Sulfated Calcium Silicate cement의 재령 경과에 따른 통과 전하량 감소율이 더 높은 것을 확인할 수 있었다.

• Advances in concrete construction
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• 제15권1호
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• pp.11-22
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• 2023

Autogenous healing of concrete can be helpful in structural maintenance by healing cracks using a healing material created by the precipitation of calcite and by the hydration of unhydrated binder around the cracks. Against this backdrop, this study investigated the physicochemical properties and autogenous healing performance of ternary blended binder composed of ordinary Portland cement (OPC), blast furnace slag (BFS), and calcium sulfoaluminate (CSA) clinker. Ternary blended binders with various contents of OPC-BFS-CSA clinker were prepared, and their physicochemical properties and autogenous healing performances were examined using various analytical techniques and visually observed using a microscope. The obtained results indicated that increase in the BFS content accompanied the increased the amount of unreacted BFS even after 28 days of curing and had a positive effect on the autogenous healing performance due to its latent hydration. However, replacing the CSA clinker did not increase the autogenous healing performance owing to an insufficient sulfate source for the formation of ettringite. The main precipitates around the cracks were calcite, C-S-H. Other hydration products such as portlandite, monosulfate, and ettringite, which were not found in the Raman and scanning electron microscope analyses.

• 한국산학기술학회논문지
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• 제19권12호
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• pp.279-286
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• 2018

그라우팅공법은 지반강화와 차수를 위한 공법으로 약액을 주입하여 지반을 고화시키는 것이다. 시멘트계 그라우트 주입재는 수세기 전부터 보통 포틀랜드 시멘트를 사용하였으나 시멘트 입경이 커 주입효과에 한계가 있다. 이에 본 연구는 초미립자 시멘트가 사용된 암반지반에서의 그라우팅 주입효과를 분석하기 위함이다. 이를 위해 초미립자 시멘트로 3S-1호가 사용되었고, OPC와 3S-1호를 각각 적용하여 암반그라우팅 현장시험시공을 실시하였으며 수압시험 공내재하시험 주입시험을 통해 그 결과를 비교분석 하였다. 시험 결과, 암반지반에서는 OPC보다 초미립자 시멘트(3S-1호)를 사용하는 것이 차수효과(K, $10^{-6}cm/sec$)가 더 높으며 보강효과도 확인할 수 있었다. 또한 초미립자 시멘트(3S-1호)가 OPC보다 약 4~9배 주입성이 더 높은 것으로 나타났다. 따라서 본 연구는 암반그라우팅 시공시 OPC대신 초미립자 시멘트를 적용하는 것이 더 유리한 것으로 판단이 된다.

• 자원리싸이클링
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• 제33권4호
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• pp.15-21
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• 2024

시멘트 산업부산물로 발생하는 시멘트 바이패스 분진(CBPD)을 고화재 원료로써 활용 가능성 검토를 위하여, 보통 포틀랜드 시멘트(OPC) 및 슬래그 시멘트에 첨가하여 유동성 및 압축강도 등 물리특성 변화에 미치는 영향을 살펴보았다. CBPD 첨가량을 25%, 50%, 75%로 증가함에 따라서 유동성과 압축강도가 감소하지만 슬래그 시멘트에서의 감소 폭이 OPC와 비교하여 상대적으로 작음을 확인하였다. CBPD 첨가량 25% 조건에서 7일 압축강도는 28.15MPa로 시중에서 유통되고 있는 고화재 압축강도 16.5MPa과 비교하여 약 70% 높은 강도 발현을 나타내고 있어 고화재 원료로의 사용 가능성을 확인하였다.

• 한국세라믹학회지
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• 제25권2호
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• pp.101-110
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• 1988

In order to improve the physical properties of concrete used for treatment and disposal container of low-and intermediate-level radioactive wastes, OPC (ordinary portland cement), ACPC (asphalt coated portland cement) and EPC(epoxy-portland cement) concrete specimens were prepared, and the physical properties of each concrete specimen were tested. According to the experimental results, EPC concrete showed better physical properties than ACPC and OPC concrete, however, ACPC concrete proved to be a best material for treatment and disposal container of radwastes in view of economic aspect and physical properties.

• 산업기술연구
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• 제21권B호
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• pp.301-306
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• 2001

Drying shrinkage cracking which may be caused by the relatively large specific surface is a matter of grave concern for latex modified concrete(LMC) overlay and rapid-setting cement latex modified concrete(RSLMC) overlay. Therefore, the purpose of this dissertation was to study the drying shrinkage properties of LMC and RSLMC with the main experimental variables such as cement types(ordinary portland cement, rapid setting cement), latex contents(0, 5, 10, 15, 20%), W-C ratios, and curing days at a same controlled environment of 60% of relative humidity and $20^{\circ}C$ of temperature. Test results revealed that the drying shrinkage of latex modified concrete(LMC), rapid-setting cement latex modified concrete(RSLMC) was considerably lower than that of ordinary portland cement concrete(OPC), rapid-setting cement concrete(RSC), respectively. This may be attributed to the interlocking of hydrated cement and aggregates by a film of latex particles, water retention due to hydrophobic and colloidal properties of the latexes, resulting in reduced water evaporation.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.449-456
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• 2000

Remediation grouting has been widely used for the rehabilitation of various civil works like hydraulic and traffic structures. Recently there were some cases of remediation grouting for repairing old dams in korea. So this study will describe the case of remediation grouting of the concrete dam base located east-northern part of Seoul. We use Lugeon Test and Borehole Image Processing System(BIPS) for estimating the effectiveness of remediation grouting of this project. As the results of this study, we could find the lots of joints between the old concrete body and the weathered rock base. So the about 30% quantity of total cement grouts was injected at the boundary surface between concrete and rock base. And Lugeon Test and BIPS could be compared relatively because BIPS results could be presented quantitatively as well as qualitative analysis. Finally, we could find microfine cement was very effectively injected to the fine fissured concrete body compared with ordinary portland cement, but there was little injectability differences beteween microfine cement and ordinary portland cement at the large cracks or cavities were developed rock base.

• 한국세라믹학회지
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• 제33권3호
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• pp.307-312
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• 1996

In following addition of 0.3, -0.6, 0.8, 1.0 and 5 weight percent MgSiF66H2O studies have been made of the setting and hardening characteristics of ordinary portland cement. MgSiF66H2O retarded the setting time of ordinary portland cement and extended the induction pariod of the hydration. In ordinary portland cement the setting characteristics were drastically altered especially at high MgSiF66H2O contents. Evidence was also obtained by the formation of a KSiF6 which was very fine particle. The results wee as follows. 1. Slump was slightly decreased when MgSiF66H2O added. 2. Setting time was retarded depending on the amount of retarding agent 2 to 8 hours 3. Compressive strength was almost same or some increased in comparision with opc. 4. When MgSiF66H2O was added to cement paste K2SiF6 were formed It was fine-sized distributed uniformly in cement grain and caused retardation of cement setting.