| 000 | 06765naaaa2201801uu 4500 | ||
|---|---|---|---|
| 001 | https://directory.doabooks.org/handle/20.500.12854/87426 | ||
| 005 | 20220714201517.0 | ||
| 020 | _abooks978-3-0365-4443-4 | ||
| 020 | _a9783036544441 | ||
| 020 | _a9783036544434 | ||
| 024 | 7 |
_a10.3390/books978-3-0365-4443-4 _cdoi |
|
| 041 | 0 | _aEnglish | |
| 042 | _adc | ||
| 072 | 7 |
_aTB _2bicssc |
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| 072 | 7 |
_aTBX _2bicssc |
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| 072 | 7 |
_aTNKX _2bicssc |
|
| 100 | 1 |
_aLing, Yifeng _4edt _91628915 |
|
| 700 | 1 |
_aFu, Chuanqing _4edt _91628916 |
|
| 700 | 1 |
_aZhang, Peng _4edt _91628917 |
|
| 700 | 1 |
_aTaylor, Peter _4edt _9345766 |
|
| 700 | 1 |
_aLing, Yifeng _4oth _91628915 |
|
| 700 | 1 |
_aFu, Chuanqing _4oth _91628916 |
|
| 700 | 1 |
_aZhang, Peng _4oth _91628917 |
|
| 700 | 1 |
_aTaylor, Peter _4oth _9345766 |
|
| 245 | 1 | 0 | _aAdvances in Sustainable Concrete System |
| 260 |
_aBasel _bMDPI - Multidisciplinary Digital Publishing Institute _c2022 |
||
| 300 | _a1 electronic resource (408 p.) | ||
| 506 | 0 |
_aOpen Access _2star _fUnrestricted online access |
|
| 520 | _aIn recent years, the implementation of sustainable concrete systems has been a topic of great interest in the field of construction engineering worldwide, as a result of the large and rapid increase in carbon emissions and environmental problems resulting from traditional concrete production and industry. For example, the uses of supplementary cementitious materials, geopolymer binder, recycled aggregate and industrial/agricultural wastes in concrete are all approaches to building a sustainable concrete system. However, such materials have inherent flaws due to their variety of sources, and exhibit very different properties compared with traditional concrete. Therefore, they require specific modifications in preprocessing, design, and evaluation before use in concrete. This reprint, entitled "Advances in Sustainable Concrete System", covers a broad range of advanced concrete research in environmentally friendly concretes, cost-effective admixtures, and waste recycling, specifically including the design methods, mechanical properties, durability, microstructure, various models, hydration mechanisms, and practical applications of solid wastes in concrete systems. | ||
| 540 |
_aCreative Commons _fhttps://creativecommons.org/licenses/by/4.0/ _2cc _4https://creativecommons.org/licenses/by/4.0/ |
||
| 546 | _aEnglish | ||
| 650 | 7 |
_aTechnology: general issues _2bicssc _9928609 |
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| 650 | 7 |
_aHistory of engineering & technology _2bicssc _91129967 |
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| 650 | 7 |
_aConservation of buildings & building materials _2bicssc _91069540 |
|
| 653 | _ahigh-strength concrete | ||
| 653 | _aenergy evolution | ||
| 653 | _aelastic strain energy | ||
| 653 | _abrittleness evaluation index | ||
| 653 | _aconcrete | ||
| 653 | _ahumidity | ||
| 653 | _amoisture absorption | ||
| 653 | _amoisture desorption | ||
| 653 | _anumerical simulation | ||
| 653 | _aacoustic emission | ||
| 653 | _aAE rate process theory | ||
| 653 | _acorrosion rate | ||
| 653 | _adamage evolution | ||
| 653 | _aaxial load | ||
| 653 | _aprecast concrete structure | ||
| 653 | _alattice girder semi-precast slabs | ||
| 653 | _abending resistance | ||
| 653 | _aFE modelling | ||
| 653 | _aconcrete damage | ||
| 653 | _aGSP | ||
| 653 | _ahigh strength | ||
| 653 | _ahydration | ||
| 653 | _astrength | ||
| 653 | _apenetrability | ||
| 653 | _arice husk ash | ||
| 653 | _asustainable concrete | ||
| 653 | _aartificial neural networks | ||
| 653 | _amultiple linear regression | ||
| 653 | _aeco-friendly concrete | ||
| 653 | _agreen concrete | ||
| 653 | _asustainable development | ||
| 653 | _aartificial intelligence | ||
| 653 | _adata science | ||
| 653 | _amachine learning | ||
| 653 | _abagasse ash | ||
| 653 | _amechanical properties | ||
| 653 | _anatural coarse aggregate | ||
| 653 | _arecycled coarse aggregate | ||
| 653 | _atwo-stage concrete | ||
| 653 | _amaterials design | ||
| 653 | _arecycled concrete | ||
| 653 | _acrumb rubber concrete | ||
| 653 | _acrumb rubber | ||
| 653 | _aNaOH treatment | ||
| 653 | _alime treatment | ||
| 653 | _awater treatment | ||
| 653 | _adetergent treatment | ||
| 653 | _acompressive strength | ||
| 653 | _amaterials | ||
| 653 | _aadhesively-bonded joint | ||
| 653 | _atemperature aging | ||
| 653 | _aresidual strength | ||
| 653 | _amechanical behavior | ||
| 653 | _afailure criterion | ||
| 653 | _asteel slag powder | ||
| 653 | _acompound activator | ||
| 653 | _amortar strength | ||
| 653 | _aorthogonal experiment | ||
| 653 | _aGM (0, N) model | ||
| 653 | _aultrafine metakaolin | ||
| 653 | _asilica fume | ||
| 653 | _adurability | ||
| 653 | _afiber-reinforced concrete | ||
| 653 | _adamage mechanism | ||
| 653 | _auniaxial tension | ||
| 653 | _acracked concrete | ||
| 653 | _acrack width | ||
| 653 | _acrack depth | ||
| 653 | _atortuosity | ||
| 653 | _asustainability | ||
| 653 | _aconcrete composites | ||
| 653 | _asulfate and acid attacks | ||
| 653 | _aWPFT fibers | ||
| 653 | _acoal gangue | ||
| 653 | _agradation | ||
| 653 | _acement content | ||
| 653 | _aunconfined compressive strength | ||
| 653 | _afreeze-thaw cycle | ||
| 653 | _aminimum energy dissipation principle | ||
| 653 | _athree-shear energy yield criterion | ||
| 653 | _adamage variable | ||
| 653 | _aconstitutive model | ||
| 653 | _aphosphorus slag | ||
| 653 | _alimestone | ||
| 653 | _asulphate-corrosion resistance | ||
| 653 | _avolume deformation | ||
| 653 | _ablast furnace ferronickel slag | ||
| 653 | _aalkali-activated material | ||
| 653 | _adosage of activator | ||
| 653 | _areactive powder concrete | ||
| 653 | _abeam-column joint | ||
| 653 | _aFE modeling | ||
| 653 | _acrack | ||
| 653 | _acementitious gravel | ||
| 653 | _afly ash | ||
| 653 | _aage | ||
| 653 | _aoptimal dosage | ||
| 653 | _abamboo | ||
| 653 | _asawdust | ||
| 653 | _apretreatment | ||
| 653 | _abio-based material | ||
| 653 | _amechanical property | ||
| 653 | _aself-compacting concrete | ||
| 653 | _asupplementary cementitious materials | ||
| 653 | _ahydration mechanisms | ||
| 653 | _amicrostructure | ||
| 653 | _afresh properties | ||
| 653 | _asynthetic polymer | ||
| 653 | _ahigh temperature | ||
| 653 | _abentonite-free drilling fluid | ||
| 653 | _arheology | ||
| 653 | _afiltration | ||
| 653 | _aFRP reinforced concrete slab | ||
| 653 | _apunching shear strength | ||
| 653 | _aSHAP | ||
| 653 | _an/a | ||
| 856 | 4 | 0 |
_awww.oapen.org _uhttps://mdpi.com/books/pdfview/book/5614 _70 _zDOAB: download the publication |
| 856 | 4 | 0 |
_awww.oapen.org _uhttps://directory.doabooks.org/handle/20.500.12854/87426 _70 _zDOAB: description of the publication |
| 999 |
_c3026227 _d3026227 |
||