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Tailored Phosphate Glass Powders for Augmented Flame Retardancy and Ceramicization in Silicone Rubber
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作者 Yanbei Hou Xu Chang +6 位作者 Shuming Liu Huimin Zhang Jianwei Fu Jianbin Wu Zhiyong Li Guoqiang Tang Weizhao Hu 《Journal of Polymer Materials》 2025年第2期531-548,共18页
Silicone rubber(SR)exhibits superior breathability and high-temperature resistance.However,SR is prone to degradation under extreme heat or combustion,limiting its effectiveness in mitigating secondary hazards.In this... Silicone rubber(SR)exhibits superior breathability and high-temperature resistance.However,SR is prone to degradation under extreme heat or combustion,limiting its effectiveness in mitigating secondary hazards.In this study,phosphate glass powder was used to calcinate zinc borate,lanthanum oxide,and cerium oxide.Methylphenyl polysiloxane was then grafted onto the surface of the glass powder,resulting in the modified pow-ders designated as Methylphenyl polysiloxane-grafted zinc borate-modified phosphate glass powder(GF-ZnBM),Methylphenyl polysiloxane-grafted lanthanum oxide-modified phosphate glass powder(GF-LaM),and Methylphenyl polysiloxane-grafted cerium oxide-modified phosphate glass powder(GF-CeM).The modified powders were sub-sequently incorporated into silicone rubber composites to enhance the ceramicization capability of silicone rubber at high temperatures.Specifically,GF-CeM and GF-LaM significantly increased the limiting oxygen index(LOI)to 33%and reduced the tendency for combustion propagation.Additionally,GF-CeM notably contributed to enhancing ceramicization strength.The presence of cerium oxide helps in the melting of the glass powder and enhances its adhesion to the silicone rubber matrix.SR/ZnB-GF exhibited the lowest activation energy among the tested composites,along with the best protective capability.The inclusion of modified glass powder has a minor impact on the rheological properties,indicating that the composite retains its ability to flow and deform under stress.This confirms that the material remains flexible under normal conditions and forms a ceramic structure when heated,thereby exhibiting self-supporting properties.This study provides a practical methodology for the targeted modification of glass powders,thereby further enhancing the fire safety of silicone-based composites. 展开更多
关键词 Silicone rubber phosphate glass powder rare earth metal oxides flame retardancy ceramicization
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Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete:An experimental and statistical analysis
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作者 G.Murali Anoop Kallamalayil Nassar +2 位作者 Madhumitha Swaminathan Parthiban Kathirvel Leong Sing Wong 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第11期59-81,共23页
Solid waste recycling is an economically sound strategy for preserving the environment,safeguarding natural resources,and diminishing the reliance on raw material consumption.Geopolymer technology offers a significant... Solid waste recycling is an economically sound strategy for preserving the environment,safeguarding natural resources,and diminishing the reliance on raw material consumption.Geopolymer technology offers a significant advantage by enabling the reuse and recycling of diverse materials.This research assesses how including silica fume and glass powder enhances the impact resistance of ultra-high-performance geopolymer concrete(UHPGC).In total,18 distinct mixtures were formulated by substituting ground granulated blast furnace slag with varying proportions of silica fume and glass powder,ranging from 10%to 40%.Similarly,for each of the mixtures above,steel fibre was added at a dosage of 1.5%to address the inherent brittleness of UHPGC.The mixtures were activated by combining sodium hydroxide and sodium silicate solution to generate geopolymer binders.The specimens were subjected to drop-weight impact testing,wherein an examination was carried out to evaluate various parameters,including flowability,density at fresh and hardened state,compressive strength,impact numbers indicative of cracking and failure occurrences,ductility index,and analysis of failure modes.Additionally,the variations in the impact test outcomes were analyzed using the Weibull distribution,and the findings corresponding to survival probability were offered.Furthermore,the microstructure of UHPGC was scrutinized through scanning electron microscopy.Findings reveal that the specimens incorporating glass powder exhibited lower cracking impact number values than those utilizing silica fume,with reductions ranging from 18.63%to 34.31%.Similarly,failure impact number values decreased from 8.26%to 28.46%across glass powder contents.The maximum compressive and impact strength was recorded in UHPGC,comprising 10%silica fume with fibres. 展开更多
关键词 Silica fume glass powder Impact strength Steel fibre GGBFS Weibull analysis Microstructure
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Frost Resistance of Pervious Concrete Mixed with Waste Glass Powder
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作者 AN Baofeng LI Qiong +4 位作者 QIAO Hongxia SU Rui WANG Xi WANG Chaoqun JIAO Daowei 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS CSCD 2024年第5期1325-1336,共12页
The contents of waste glass powder(WGP)(0%,10%,15%,20%,25%)and water-binder ratio(W/C)(0.24,0.26,0.28)were used as influencing factors,and the quality loss rate(Δm)and compressive strength loss rate(Δfc)were used as... The contents of waste glass powder(WGP)(0%,10%,15%,20%,25%)and water-binder ratio(W/C)(0.24,0.26,0.28)were used as influencing factors,and the quality loss rate(Δm)and compressive strength loss rate(Δfc)were used as characterization parameters.The Ca/Si ratio and main element contents of C-S-H gels with different WGP content were investigated by energy dispersive spectrometry(EDS).The pore structure evolution characteristics of WGP composite cementing materials were investigated by low field nuclear magnetic resonance(NMR).UsingΔfc as the index of frost resistance degradation and Weibull function,the frost resistance degradation of glass doped pervious concrete(WGP-PC)was modeled.The results show that,with WGP,for the same number of cycles,Δm andΔfc decrease and increase with the increase of WGP.Under the same WGP content,Δm andΔfc decrease first and then increase with the increase of W/C.After 100 freeze-thaw cycles,the samples with WGP content of 20%and W/C of 0.26 have the best freeze-resistance.Microscopic tests show that with the increase of WGP content,the Ca/Si ratio of C-S-H gel decreases at first and then increases with the increase of WGP content.The extreme value of Ca/Si is 2.36 when WGP is added by 20%.The pore volume of hardened paste with 20%WGP content decreased by 18.6%compared with that of cement system without WGP.The overall compactness of the specimen was improved.On the basis of the test data,a life prediction model was established according to Weibull function.The experiment showed thatΔfc could be used as a durability degradation index,and the slope of the reliability curve became gentle after WGP was added,which reduced the damage degradation rate of PC.W/C was 0.26.It's about 5000 hours. 展开更多
关键词 pervious concrete glass powder frost resistance energy dispersive analysis test low field nuclear magnetic resonance instrument life prediction
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Influence of Ultra Fine Glass Powder on the Properties and Microstructure of Mortars
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作者 Wei Chen Dingdan Liu Yue Liang 《Fluid Dynamics & Materials Processing》 EI 2024年第5期915-938,共24页
This study focuses on the effect of ultrafine waste glass powder on cement strength,gas permeability and pore structure.Varying contents were considered,with particle sizes ranging from 2 to 20μm.Moreover,alkali acti... This study focuses on the effect of ultrafine waste glass powder on cement strength,gas permeability and pore structure.Varying contents were considered,with particle sizes ranging from 2 to 20μm.Moreover,alkali activation was considered to ameliorate the reactivity and cementitious properties,which were assessed by using scanning electron microscopy(SEM),energy-dispersive X-ray spectroscopy(EDS),and specific surface area pore size distribution analysis.According to the results,without the addition of alkali activators,the performance of glass powder mortar decreases as the amount of glass powder increases,affecting various aspects such as strength and resistance to gas permeability.Only 5%glass powder mortar demonstrated a compressive strength at 60 days higher than that of the control group.However,adding alkali activator(CaO)during hydration ameliorated the hydration environment,increased the alkalinity of the composite system,activated the reactivity of glass powder,and enhanced the interaction of glass powder and pozzolanic reaction.In general,compared to ordinary cement mortar,alkali-activated glass powder mortar produces more hydration products,showcases elevated density,and exhibits improved gas resistance.Furthermore,alkali-activated glass powder mortar demonstrates an improvement in performance across various aspects as the content increases.At a substitution rate of 15%,the glass powder mortar reaches its optimal levels of strength and resistance to gas permeability,with a compressive strength increase ranging from 28.4%to 34%,and a gas permeation rate reduction between 51.8%and 66.7%. 展开更多
关键词 MORTAR waste glass powder alkali activation compressive strength gas permeability pore structure
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Effect of Glass Powder on Chloride Ion Transport and Alkali-aggregate Reaction Expansion of Lightweight Aggregate Concrete 被引量:3
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作者 王智 史才军 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2009年第2期312-317,共6页
The effects of glass powder on the strength development, chloride permeability and potential alkali-aggregate reaction expansion of lightweight aggregate concrete were investigated. Ground blast furnace slag, coal fly... The effects of glass powder on the strength development, chloride permeability and potential alkali-aggregate reaction expansion of lightweight aggregate concrete were investigated. Ground blast furnace slag, coal fly ash and silica fume were used as reference materials. The re- placement of cement with 25% glass powder slightly decreases the strengthes at ? and 28 d, but shows no effect on 90 d's. Silica fume is very effective in improving both the strength and chloride penetration resistance, while ground glass powder is much more effective than blast furnace slag and fly ash in improving chloride penetration resistance of the concrete. When expanded shale or clay is used as coarse aggregate, the concrete containing glass powder does not exhibit deleterious expansion even if alkali-reactive sand is used as fine aggregate of the concrete. 展开更多
关键词 waste glass powder fly ash blast furnace slag silica fume lightweight aggregate chloride permeability alkali-aggregate reaction
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Performance improvement of a crumb rubber modified bitumen using recycled glass powder 被引量:1
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作者 Mojtaba GHASEMI Seyed Morteza MARANDI 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2013年第11期805-814,共10页
In this study, the efficiency of bitumen and asphalt mixtures modified with crumb rubber(CR) and recycled glass powder(RGP) is evaluated. From an environmental point of view, the application of RGP in asphalt mixtures... In this study, the efficiency of bitumen and asphalt mixtures modified with crumb rubber(CR) and recycled glass powder(RGP) is evaluated. From an environmental point of view, the application of RGP in asphalt mixtures is considered beneficial since it prevents accumulation of waste glass in the natural environment. Rheological and mechanical properties of modified bitumen samples were investigated by laboratory methods such as bitumen conventional tests and dynamic shear rheometer(DSR), and also by asphalt mixture performance tests including Marshall stability, indirect tensile strength(ITS),compressive strength, and indirect tensile stiffness modulus. The results showed that the application of RGP in place of CR has no negative impact on the efficiency of bitumen and asphalt mixtures and even improves their engineering properties except for the toughness index(TI). Moreover, a modification with 5% CR and 5% RGP in asphalt mixtures results in the best overall performance. 展开更多
关键词 Crumb rubber (CR) Recycled glass powder (PGP) Rheological properties Performance testing Stone matrixasohalt (SMA)
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Effect of Glass Powder on Concrete Sustainability 被引量:3
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作者 Ablam Zidol Monique Tohoue Tognonvi Arezki Tagnit-Hamou 《New Journal of Glass and Ceramics》 2017年第2期34-47,共14页
As defined by the American Concrete Institute (ACI), alternative supplementary cementitious materials (ASCMs) and local materials are very important in concrete sustainability. As an ASCM, glass powder (GP) shows exce... As defined by the American Concrete Institute (ACI), alternative supplementary cementitious materials (ASCMs) and local materials are very important in concrete sustainability. As an ASCM, glass powder (GP) shows excellent pozzolanic properties. This paper focuses on characterization and the effect of GP on concrete properties compared to those of Class F fly ash (FFA) and ground granulated blast furnace slag (GGBS). Concrete incorporating 0, 20 and 30% of GP and other concrete mixes containing 30% of FFA or GGBS were cast. The concrete mixes considered in this study have water to binder (w/b) mass ratio ranging from 0.35 to 0.65. The mechanical properties such as compressive strength and durability including chloride ions permeability and chloride ions diffusion are evaluated. The results show that GP develops effects on mechanical properties similar to those of FFA and performs better than GGBS and FFA in terms of permeability reduction. GP reduces dramatically chloride permeability of concrete regardless w/b ratio, favoring an improvement of the concrete durability. Because of the interesting permeability developed by concretes incorporating GP, its use as an ASCM is promising. 展开更多
关键词 glass powder CONCRETE SUSTAINABILITY Alternative Supplementary Cementitious Materials PERMEABILITY
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Strength and Microstructure of Mortar Containing Glass Powder and/or Glass Aggregate 被引量:1
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作者 刘数华 WANG Shu +4 位作者 ZHOU Wei LI Lihua XIAO Henglin WEI Jianpeng TANG Wan 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2016年第6期1302-1310,共9页
The compressive strength of mortar containing glass powder(GP) and/or glass aggregate(GA) was tested, and its microstructure was also studied by thermogravimetric and differential thermal analysis(TG-DTA), scann... The compressive strength of mortar containing glass powder(GP) and/or glass aggregate(GA) was tested, and its microstructure was also studied by thermogravimetric and differential thermal analysis(TG-DTA), scanning electron microscopy(SEM), energy dispersive spectroscopic analysis(EDX), and X-ray diffraction(XRD) techniques. The incorporation of GA would decrease the compressive strength of the mortar in the absence of GP. Incorporating both GA and GP could change the hydration environment, promote pozzolanic reaction of GP and improve the compressive strength. GP does not lead to but can effectively control ASR(Alkali Silica Reaction). GP and GA do not transform the type of hydrates, but have a great influence on the amounts of hydration products, and generate more calcium silicate hydrate(C-S-H gel) with lower Ca/Si ratio. GP and GA with good gradation will make the microstructure denser. 展开更多
关键词 glass powder glass aggregate mortar strength microstructure
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Reactivity of Recycled Glass Powder in a Cementitious Medium 被引量:1
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作者 Monique Tohoue Tognonvi Arezki Tagnit-Hamou +2 位作者 Léon Koffi Konan Ablam Zidol Wilfried Cyrille N’Cho 《New Journal of Glass and Ceramics》 2020年第3期29-44,共16页
The reactivity of the recycled glass powder (GP) in a cementitious medium has been studied over time by means of X-ray diffraction and thermal gravimetric analysis. Two different mixtures based on cement/glass powder ... The reactivity of the recycled glass powder (GP) in a cementitious medium has been studied over time by means of X-ray diffraction and thermal gravimetric analysis. Two different mixtures based on cement/glass powder (0 or 20 wt% GP) and lime/glass powder (70 wt% GP) were considered. Analysis revealed the coexistence of both hydration and pozzolanic reaction during the hardening of the mortars. At young age, the cement hydration would prevail over the pozzolanic one resulting in a decrease of physico-chemical </span></span><a name="_GoBack"></a><span><span><span style="font-family:"">and mechanical properties of the material due to the dilution effect. The pozzolanic reaction that predominates from 91 days, would induce the formation of supplementary C-S-H leading to improve the material properties. 展开更多
关键词 glass powder Pozzolanic Reaction Calcium Silicate Hydrate Thermal Analysis X-Ray Diffraction
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Early-Age Properties Development of Recycled Glass Powder Blended Cement Paste:Strengths,Shrinkage,Nanoscale Characteristics,and Environmental Analysis
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作者 Zhihai He Menglu Shen +3 位作者 Jinyan Shi Jingyu Chang Víctor Revilla-Cuesta Osman Gencel 《Journal of Renewable Materials》 SCIE EI 2023年第4期1835-1852,共18页
Recycling solid waste in cement-based materials cannot only ease its load on the natural environment but also reduce the carbon emissions of building materials.This study aims to investigate the effect of recycled gla... Recycling solid waste in cement-based materials cannot only ease its load on the natural environment but also reduce the carbon emissions of building materials.This study aims to investigate the effect of recycled glass powder(RGP)on the early-age mechanical properties and autogenous shrinkage of cement pastes,where cement is replaced by 10%,20%and 30%of RGP.In addition,the microstructure and nano-mechanical properties of cement paste with different RGP content and water to binder(W/B)ratio were also evaluated using SEM,MIP and nanoindentation techniques.The results indicate that the early-age autogenous shrinkage decreases with the increase of RGP content and W/B ratio.While the mechanical strength deteriorates due to the addition of RGP,it can be compensated by reducing the W/B ratio.Although the addition of RGP increases the total porosity of the hardened paste,it reduces the small size porosity(<50 nm).In addition,the proportions of different types of C-S-H are changed,and the volume fraction of porosity is increased,but that of hydration products of cement paste is reduced due to the incorporation of RGP.Besides its pozzolanic activity,the mitigated shrinkage deformation that RGP is generating in cement pastes is encouraging for its use as a novel supplementary cementitious material that reduces the early-age cracking risk of cement-based materials.Meanwhile,the life cycle assessments indicate that the RGP-cement component is an economical and eco-friendly novel engineering material. 展开更多
关键词 Cement paste waste glass powder autogenous shrinkage microstructure NANOINDENTATION
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Effect of Mitigating Strength Retrogradation of Alkali Accelerator by the Synergism of Sodium Sulfate and Waste Glass Powder
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作者 Yongdong Xu Tingshu He 《Journal of Renewable Materials》 SCIE EI 2021年第11期1991-1999,共9页
This work aims to utilize waste glass powder(WGP)as a plementary material to mitigate the strength shrinkage caused by the alkaline accelerator.Waste glass power was used to replace cement by 0%,10%,and 20%to evaluate... This work aims to utilize waste glass powder(WGP)as a plementary material to mitigate the strength shrinkage caused by the alkaline accelerator.Waste glass power was used to replace cement by 0%,10%,and 20%to evaluate waste glass powder on the alkaline accelerator’s strength retrogradation.The results show that the strength improvement effect of unitary glass powder is inconspicuous.Innovative methods have been proposed to use sodium sulfate and waste glass powder synergism,using the activity of amorphous silica in glass powder.Compared with the reference group,the compressive strength of 28d mortar increases by 67%when the sodium sulfate content is 2.5%,and the replacement amount of waste glass powder is 10%.Besides,XRD and SEM analysis of hydration products also confirmed that the synergistic effect of sodium sulfate and waste glass powder could reduce strength inversion.The findings presented in this paper are pivotal for using waste glass to solve the problem of strength inversion caused by the alkaline accelerator. 展开更多
关键词 Synergism waste glass powder alkaline accelerator strength inversion
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Effect of Sand Partial Substitution for Glass Powder on the Behaviour of Sand-Cement Mortar 被引量:1
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作者 Séraphin Agré Djomo Conand Honoré Kouakou +2 位作者 Koffi Clément Kouadio Moro Olivier Boffoue Edjikémé Emeruwa 《Materials Sciences and Applications》 2019年第12期756-767,共12页
Partial substitution of aggregates for pieces of glass in concrete contributes to reducing the use this resource and preserving the environment for future generations. However, concretes or mortars mixed with crushed ... Partial substitution of aggregates for pieces of glass in concrete contributes to reducing the use this resource and preserving the environment for future generations. However, concretes or mortars mixed with crushed glass can deteriorate within a few years, because of the alkali-silica reaction related to the size of glass pieces. Some investigations were carried out in order to find out how to bring down this phenomenon. Different percentages of glass powder were mixed with mortar made from sand, cement and crushed glass pieces of which diameter is between 1 and 5 mm. Products obtained were submitted to flexural testing, compressive strength testing and resistance to acid attack and Scanning Electron microscopy (SEM) observations were made after a period running from 28 to 180 days of drying. The results show an increase in the mechanical properties of products with glass powder and an improvement in the durability of mortar in acidic environment. Such improvements are related to the enhanced adhesion created between crushed glass pieces and cementitious matrix containing glass powder as a result of pozzolanic reaction. 展开更多
关键词 Pozzolanic REACTION CRUSHED glass glass powder Alkali-Silica REACTION
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Effects of Wood Ash and Waste Glass Powder on Properties of Concrete in Terms of Workability and Compressive Strength in Jaresh City
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作者 Yasser I. O. Yahia Hesham Alsharie +1 位作者 Manal O. Suliman Talal Masoud 《Open Journal of Civil Engineering》 2017年第3期423-431,共9页
The potential for using fly ash as a supplementary cementing material in concrete has been known almost since the beginning of the previous century. Fly ash was used as a supplementary cementing material (SCM) in the ... The potential for using fly ash as a supplementary cementing material in concrete has been known almost since the beginning of the previous century. Fly ash was used as a supplementary cementing material (SCM) in the production of Portland cement concrete. A supplementary cementing material, when used in conjunction with Portland cement, contributes to the properties of the hardened concrete through hydraulic or pozzolanic activity, or both. In this study, the fly ash and waste glass powder were used in concrete blocks to study the improvement of concrete in terms of workability and strength. Therefore, an experimental study will be conducted to measure the engineering properties of cured concrete. In this research, local raw material from Jaresh area was used. 展开更多
关键词 FLY Ash Waste glass powder Supplementary CEMENTING Material COMPRESSIVE Strength WORKABILITY
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Experimental Evaluation of Compressive Strength and Gas Permeability of Glass- Powder-Containing Mortar
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作者 Yue Liang Wenxuan Dai Wei Chen 《Fluid Dynamics & Materials Processing》 EI 2023年第10期2639-2659,共21页
Glass powder of various particle sizes(2,5,10 and 15μm)has been assessed as a possible cement substitute for mortars.Different replacement rates of cement(5%,10%,15%,and 20%)have been considered for all particle size... Glass powder of various particle sizes(2,5,10 and 15μm)has been assessed as a possible cement substitute for mortars.Different replacement rates of cement(5%,10%,15%,and 20%)have been considered for all particle sizes.The accessible porosity,compressive strength,gas permeability and microstructure have been investigated accordingly.The results have shown that adding glass powder up to 20%has a significantly negative effect on the porosity and compressive strength of mortar.The compressive strength initially rises with a 5%replacement and then decreases.Similarly,the gas permeability of the mortar displays a non-monotonic behavior;first,it decreases and then it grows with an increase in the glass powder content and particle size.The porosity and gas permeability attain a minimum for a 5%content and 10μm particle size.Application of a Nuclear magnetic resonance(NMR)technique has revealed that incorporating waste glass powder with a certainfineness can reduce the pore size and the number of pores of the mortar.Compared with the control mortar,the pore volume of the waste glass mortar with 5%and 10μm particle size is significantly reduced.When cement is partially replaced by glass powder with a particle size of 10μm and a 5%percentage,the penetration resistance and compressive strength of the mortar are significantly improved. 展开更多
关键词 Waste glass powder MORTAR POROSITY gas permeability compressive strength NMR
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Fe-Based Powders Prepared by Ball-Milling with Considerable Degradation Efficiency to Methyl Orange Compared with Fe-Based Metallic Glasses 被引量:3
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作者 Sheng-Hui Xie Guang-Qiang Peng +2 位作者 Xian-Meng Tu Hai-Xia Qian Xie-Rong Zeng 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2018年第11期1207-1214,共8页
In this study, the degradation efficiencies of zero-valent iron (ZVI) powders with different structures and components wereevaluated for methyl orange (MO). The results show that the structure is an essential fact... In this study, the degradation efficiencies of zero-valent iron (ZVI) powders with different structures and components wereevaluated for methyl orange (MO). The results show that the structure is an essential factor that affects degradation, andadded non-metallic elements help optimize the structure. The amorphous and balled-milled crystalline Fe7oSiloB2o hascomparative degradation efficiencies to MO with tl/2 values of 6.9 and 7.0 min, respectively. Increasing the boron contentcan create a favorable structure and promote degradation. The ball-milled crystalline Fe70B30 and Fe43.64B56.36 powdershave relatively short tl/2 values of 5.2 and 3.3 rain, respectively. The excellent properties are mainly attributed to theirheterogeneous structure with boron-doped active sites in ZVI. Composition segregation in the nanoscale range in anamorphous FeSiB alloy and small boron particles in the microscale range embedded in large iron particles prepared by ball-milling, both constitute effective galvanic cells that promote iron electron loss and therefore decompose organic chemicals.These findings may provide a new, highly efficient, low-cost commercial method for azo dye wastewater treatment usingZVI. 展开更多
关键词 Fe-based powder Fe-based metallic glass DEGRADATION Methyl orange Galvanic cell
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橡胶玻璃粉再生混凝土力学及抗冲击性能研究 被引量:5
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作者 赵毅 李宇 +4 位作者 侯东昌 蒋明旭 冯奥中 孙玉周 闵志宇 《硅酸盐通报》 北大核心 2025年第2期550-560,578,共12页
为提高固废在混凝土中的综合利用率,制备一种具备高效消纳固废能力的新型混凝土,通过原材料优选和L_(16)(4^(3))正交试验设计,采用极差分析和方差分析研究了橡胶颗粒(RP)取代砂、玻璃粉(GP)取代水泥、再生粗骨料(RCA)取代天然粗骨料(NCA... 为提高固废在混凝土中的综合利用率,制备一种具备高效消纳固废能力的新型混凝土,通过原材料优选和L_(16)(4^(3))正交试验设计,采用极差分析和方差分析研究了橡胶颗粒(RP)取代砂、玻璃粉(GP)取代水泥、再生粗骨料(RCA)取代天然粗骨料(NCA)时,三者取代率对混凝土力学及抗冲击性能的影响,并采用Weibull分布模型对冲击试验结果进行拟合和失效概率预测。结果表明:各因素对混凝土力学性能影响的主次顺序为RP、RCA、GP,各因素对混凝土抗冲击性能影响的主次顺序为RP、GP、RCA;当RP掺量为20%(体积分数)时,与RP掺量为0%时相比,抗冲击性能提高81.8%,抗压强度和劈拉强度分别降低21.63%、12.65%;当GP掺量为10%(质量分数)时,与GP掺量为0%时相比,抗压强度、劈拉强度和抗冲击性能分别提高2.87%、2.35%、15.0%;当RCA掺量为70%(体积分数)时,与RCA掺量为0%时相比,抗压强度、劈拉强度和抗冲击性能分别降低11.01%、10.77%、10.5%。Weibull分布模型可准确描述橡胶玻璃粉再生混凝土试样的抗冲击次数的概率分布。 展开更多
关键词 橡胶颗粒 玻璃粉 再生混凝土 力学性能 抗冲击性能 WEIBULL分布
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Study on the Physical and Mechanical Properties of Al-Powder Reinforced Bioactive Glass: Ceramic Composite Material
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作者 Muhammad Hafizur Rahman Khan Sazzad Hossain Mohammad Maksudur Rahman 《Advances in Materials Physics and Chemistry》 2022年第2期19-32,共14页
Glass-ceramic samples, having composition of SiO<sub>2</sub>-35, CaO-45, Na<sub>2</sub>O-10 and P<sub>2</sub>O<sub>5</sub>-10 in weight ratio were prepared through sinte... Glass-ceramic samples, having composition of SiO<sub>2</sub>-35, CaO-45, Na<sub>2</sub>O-10 and P<sub>2</sub>O<sub>5</sub>-10 in weight ratio were prepared through sintering route. Glass powder was reinforced by Al powder. The strength of glass-ceramic composite was found to be temperature dependent, and it varies with the addition of Al powder. Flexural strength increases with the increase of powder addition and sintering temperature, however, decreases with the increase of sintering time. There is an optimum temperature (>1100℃) above which flexural strength of all samples decreases. Bulk density changes to a higher value as the addition of Al-powder increases up to 3% by weight above which density decreases slowly. On the other hand, apparent porosity and water absorption decrease with the increase of percentage of Al powder added. Porosity and water absorption also showed a dependent characteristic on sintering time and sintering temperature. 展开更多
关键词 BIOMATERIALS glass Ceramics Aluminum powder Composite Material
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PHLOGOPITE GLASS CERAMIC BY POWDER SINTERING PROCESS 被引量:2
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作者 何峰 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 1998年第1期49-53,共5页
Phlogopite glass ceramics can be made by powder sintering technology. This paper now studies the factors which affect properties of the sintered phlogopite glass ceramic by X-ray diffraction in qualitative and quanti... Phlogopite glass ceramics can be made by powder sintering technology. This paper now studies the factors which affect properties of the sintered phlogopite glass ceramic by X-ray diffraction in qualitative and quantitative way, and discusses the method improved the machinable properties of phlogopite glass ceramic. (Author abstract) 展开更多
关键词 phlogopite glass ceramic sintering technology powder machinable properties
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废玻璃粉透水混凝土物理性能及复合胶凝体系微观机理研究
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作者 李琼 安宝峰 +2 位作者 苏睿 乔宏霞 王超群 《材料导报》 北大核心 2025年第8期123-133,共11页
为拓展废玻璃建材资源化利用的新途径,本工作就废玻璃粉(Waste glass powder, WGP)取代水泥制备透水混凝土(Pervious concrete, PC)的可行性及适用性开展研究,系统探究掺WGP透水混凝土各项性能指标,在保证透水性能的前提下,改善PC的力... 为拓展废玻璃建材资源化利用的新途径,本工作就废玻璃粉(Waste glass powder, WGP)取代水泥制备透水混凝土(Pervious concrete, PC)的可行性及适用性开展研究,系统探究掺WGP透水混凝土各项性能指标,在保证透水性能的前提下,改善PC的力学性能。研究表明,WGP的掺入降低了PC的透水性能(连通孔隙率、透水系数),在相同掺量WGP条件下,粒径9.5~16 mm的粗骨料制备的PC透水性能优于粗骨料粒径为4.75~9.5 mm的PC;随着水胶比的增加,透水性能呈先上升后下降的趋势,总体呈下降趋势。PC中晚龄期(28 d、90 d)抗压强度、抗弯拉强度均随WGP掺量的增加呈先增后降的规律,最优掺量为20%;随水胶比的增加,抗压强度、抗弯拉强度均呈先增后降的趋势,最优水胶比为0.28。随着WGP掺量及水胶比的增加,峰值挠度递减。WGP-复合胶凝微观试验表明,WGP的掺入增加了C-S-H凝胶的相对含量,降低了CH含量,在中晚龄期其活性性能发挥更显著。 展开更多
关键词 透水混凝土 废玻璃粉 透水性能 力学性能 微观机理
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碱激发废玻璃粉对水泥胶砂力学性能及微观结构的影响 被引量:1
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作者 赵毅 鲍一捷 +2 位作者 郭泳 吴帅 李青露 《混凝土与水泥制品》 2025年第1期86-90,共5页
研究了废玻璃粉(WGP)和碱激发剂NaOH掺量对胶砂抗压和抗折强度的影响,并分析了微观结构。结果表明:与纯水泥胶砂试件相比,当体系中未掺NaOH时,WGP的掺入降低了胶砂的抗压和抗折强度;在体系中掺入适量NaOH可有效提高掺WGP胶砂的120 d抗... 研究了废玻璃粉(WGP)和碱激发剂NaOH掺量对胶砂抗压和抗折强度的影响,并分析了微观结构。结果表明:与纯水泥胶砂试件相比,当体系中未掺NaOH时,WGP的掺入降低了胶砂的抗压和抗折强度;在体系中掺入适量NaOH可有效提高掺WGP胶砂的120 d抗压和抗折强度;各组胶砂试件中均包含方解石、AFt、氢氧化钙(CH)、C-S-H等物相,其中,掺WGP胶砂试件中还包含C-A-S-H;N0组试件中的裂缝数量较少、尺寸较大,N1组、N3组试件呈多缝开裂特征,且裂缝尺寸相对较小;较低NaOH掺量胶砂试件中的C-(A)-S-H呈细长纤维状,较高NaOH掺量胶砂试件中的C-(A)-S-H呈多细孔珊瑚状;在适宜的NaOH掺量下,WGP活性被激发,参与了体系的水化反应。 展开更多
关键词 碱激发 废玻璃粉(WGP) 水泥胶砂 力学性能 微观结构
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