粉煤灰再生骨料混凝土力學(xué)性能及微結(jié)構(gòu)演變
Mechanical Properties and Microstructure Evolution of Recycled Aggregate Concrete with Fly Ash
陳義國(guó)1,齊仕杰2,紀(jì)續(xù),岳紅亞2,王磊?,徐潤(rùn)2
(1.濟(jì)南金日公路工程有限公司,濟(jì)南250101;2.山東省交通規(guī)劃設(shè)計(jì)院集團(tuán)有限公司,濟(jì)南250101)
中圖分類號(hào):TU528.45 文獻(xiàn)標(biāo)志碼:A 文章編號(hào):1005-8249(2025)01-0013-06
DOI:10.19860/j.cnki.issn1005-8249.2025.01.003
CHEN Yiguo1,QI Shijie2,JI ,YUE Hongya2,WANG Lei1,XU Run2 (1. Ji'nan Kinyue Highway Engineering Co.,Ltd.,Ji'nan 2501O1,China; Shandong Provincial Communications Planning and Design Institute Group Co.,Ltd.,Ji'nan 25Ol01,China) Abstract:Using waste concreteasrecycledaggregatecan efectivelyavoid the wasteof landresourcesandenvironmental problems.TheappicationofRAnotonly meets the needsof greenand sustainabledevelopmentstrategiesforbuilding materials but alsoefectivelymitigatesthedepletionof naturalstoneresources.However,the highwaterabsorptionrateandcomplex interfacetransitionzoneofRAinevitablyhaveadverseefectsonthemechanicalpropertiesofconcrete.Inthisstudy,the influence mechanismof thesubstitutionofrecycledaggregatesandthepre-soaking treatmentonthe mechanical propertiesoffly ashrecycledaggregateconcrete were explored.Theresults indicatethatthe pre-soaking treatment ensures theefective water to-binderratiointhe matrixandfurtherpromotesthehydrationprocess ofthecementitious materialsthrough interalcuring, thereby fectivelyimprovingtemechanicalpropertiesofflyasheccledaggregateconcrete.Attesametime,theevolutionof mechanical propertiesofflyashrecycledaggregateconcretewasverifiedthrough atime-varyingcompresivestrengthmodel, effectively promoting the utilization of RA in the direction of building materials.
Key words: recycled aggregate; concrete; physical properties; micro - morphology; pore structure
材料科學(xué)
0 引言
當(dāng)前,大規(guī)模城鎮(zhèn)化進(jìn)程所產(chǎn)生的廢棄混凝土通常以堆放或填埋方式處理,造成了土地資源浪費(fèi)及環(huán)境污染,而如何處置大量的廢舊混凝土成為亟待解決的問題。(剩余8223字)
- 泡沫摻量對(duì)再生細(xì)骨料泡沫混凝土...
- 骨料粒徑對(duì)模型骨料混凝土剪切性...
- 粉煤灰再生骨料混凝土力學(xué)性能及...
- PE植物油復(fù)合改性瀝青性能評(píng)價(jià)...
- 花崗巖石粉復(fù)合礦粉、粉煤灰對(duì)混...
- 粉煤灰對(duì)超輕泡沫混凝土性能的影...
- 煤矸石粉填料橡膠瀝青混合料路用...
- Y型鋼管混凝土配比優(yōu)化試驗(yàn)研究...
- 纖維增強(qiáng)水泥基復(fù)合材料加固梁柱...
- 蒸養(yǎng)條件下超摻粉煤灰混凝土強(qiáng)度...
- 砂質(zhì)泥巖互層結(jié)構(gòu)重塑弱膨脹巖變...
- 多含水層體系下基坑支護(hù)施工技術(shù)...
- 深基坑水平位移監(jiān)測(cè)數(shù)據(jù)分析及預(yù)...
- 深基坑通長(zhǎng)型GFRP筋桿體施工...
- 顆粒形狀對(duì)循環(huán)荷載作用下砂礫石...
- 變質(zhì)軟巖隧道大變形穩(wěn)定性評(píng)價(jià)及...
- 改性流態(tài)固化土抗壓性能試驗(yàn)研究...
- 低溫下孔隙水和孔隙結(jié)構(gòu)對(duì)飽水巖...
- 噴射混凝土對(duì)深埋隧道噴殼結(jié)構(gòu)性...
- 流固耦合作用下鞍形薄膜結(jié)構(gòu)非線...
- 考慮土-結(jié)構(gòu)相互作用的建筑結(jié)構(gòu)...
- 高性能混凝土梁彎曲疲勞性能試驗(yàn)...
- 路基壓實(shí)度預(yù)測(cè)模型的建立及評(píng)價(jià)...
- 橡膠顆粒改良紅黏土路基性能研究...
- 基于物聯(lián)網(wǎng)和改進(jìn)遺傳算法的近零...
- 固廢基無機(jī)保溫材料的研究和應(yīng)用...
- 盾構(gòu)隧道下穿施工對(duì)嚴(yán)重傾斜擋墻...
- 基于監(jiān)測(cè)信息多尺度變量提取的滑...
- 滑坡穩(wěn)定性可靠度及巖土參數(shù)敏感...
- 基于運(yùn)行時(shí)模態(tài)分析和代理模型的...