Strength gain mechanisms of blended-cements containing marble powder and brick powder
Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% an...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Kirgiz, Mehmet Serkan [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2014 |
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| Schlagwörter: |
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| Anmerkung: |
© Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 |
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| Übergeordnetes Werk: |
Enthalten in: KSCE journal of civil engineering - Seoul : Korean Soc. of Civil Engineers, 1997, 19(2014), 1 vom: 07. Juli, Seite 165-172 |
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| Übergeordnetes Werk: |
volume:19 ; year:2014 ; number:1 ; day:07 ; month:07 ; pages:165-172 |
| Links: |
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| DOI / URN: |
10.1007/s12205-014-0557-4 |
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| Katalog-ID: |
SPR025264354 |
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| 100 | 1 | |a Kirgiz, Mehmet Serkan |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Strength gain mechanisms of blended-cements containing marble powder and brick powder |
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| 520 | |a Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. | ||
| 650 | 4 | |a chemical composition |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a blended cement |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a blended cement paste |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a blended cement mortar |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a strength gain |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a marble powder |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a brick powder |7 (dpeaa)DE-He213 | |
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10.1007/s12205-014-0557-4 doi (DE-627)SPR025264354 (SPR)s12205-014-0557-4-e DE-627 ger DE-627 rakwb eng Kirgiz, Mehmet Serkan verfasserin aut Strength gain mechanisms of blended-cements containing marble powder and brick powder 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. chemical composition (dpeaa)DE-He213 blended cement (dpeaa)DE-He213 blended cement paste (dpeaa)DE-He213 blended cement mortar (dpeaa)DE-He213 strength gain (dpeaa)DE-He213 marble powder (dpeaa)DE-He213 brick powder (dpeaa)DE-He213 Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2014), 1 vom: 07. Juli, Seite 165-172 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2014 number:1 day:07 month:07 pages:165-172 https://dx.doi.org/10.1007/s12205-014-0557-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2014 1 07 07 165-172 |
| spelling |
10.1007/s12205-014-0557-4 doi (DE-627)SPR025264354 (SPR)s12205-014-0557-4-e DE-627 ger DE-627 rakwb eng Kirgiz, Mehmet Serkan verfasserin aut Strength gain mechanisms of blended-cements containing marble powder and brick powder 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. chemical composition (dpeaa)DE-He213 blended cement (dpeaa)DE-He213 blended cement paste (dpeaa)DE-He213 blended cement mortar (dpeaa)DE-He213 strength gain (dpeaa)DE-He213 marble powder (dpeaa)DE-He213 brick powder (dpeaa)DE-He213 Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2014), 1 vom: 07. Juli, Seite 165-172 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2014 number:1 day:07 month:07 pages:165-172 https://dx.doi.org/10.1007/s12205-014-0557-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2014 1 07 07 165-172 |
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10.1007/s12205-014-0557-4 doi (DE-627)SPR025264354 (SPR)s12205-014-0557-4-e DE-627 ger DE-627 rakwb eng Kirgiz, Mehmet Serkan verfasserin aut Strength gain mechanisms of blended-cements containing marble powder and brick powder 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. chemical composition (dpeaa)DE-He213 blended cement (dpeaa)DE-He213 blended cement paste (dpeaa)DE-He213 blended cement mortar (dpeaa)DE-He213 strength gain (dpeaa)DE-He213 marble powder (dpeaa)DE-He213 brick powder (dpeaa)DE-He213 Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2014), 1 vom: 07. Juli, Seite 165-172 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2014 number:1 day:07 month:07 pages:165-172 https://dx.doi.org/10.1007/s12205-014-0557-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2014 1 07 07 165-172 |
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10.1007/s12205-014-0557-4 doi (DE-627)SPR025264354 (SPR)s12205-014-0557-4-e DE-627 ger DE-627 rakwb eng Kirgiz, Mehmet Serkan verfasserin aut Strength gain mechanisms of blended-cements containing marble powder and brick powder 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. chemical composition (dpeaa)DE-He213 blended cement (dpeaa)DE-He213 blended cement paste (dpeaa)DE-He213 blended cement mortar (dpeaa)DE-He213 strength gain (dpeaa)DE-He213 marble powder (dpeaa)DE-He213 brick powder (dpeaa)DE-He213 Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2014), 1 vom: 07. Juli, Seite 165-172 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2014 number:1 day:07 month:07 pages:165-172 https://dx.doi.org/10.1007/s12205-014-0557-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2014 1 07 07 165-172 |
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10.1007/s12205-014-0557-4 doi (DE-627)SPR025264354 (SPR)s12205-014-0557-4-e DE-627 ger DE-627 rakwb eng Kirgiz, Mehmet Serkan verfasserin aut Strength gain mechanisms of blended-cements containing marble powder and brick powder 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. chemical composition (dpeaa)DE-He213 blended cement (dpeaa)DE-He213 blended cement paste (dpeaa)DE-He213 blended cement mortar (dpeaa)DE-He213 strength gain (dpeaa)DE-He213 marble powder (dpeaa)DE-He213 brick powder (dpeaa)DE-He213 Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2014), 1 vom: 07. Juli, Seite 165-172 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2014 number:1 day:07 month:07 pages:165-172 https://dx.doi.org/10.1007/s12205-014-0557-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2014 1 07 07 165-172 |
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Enthalten in KSCE journal of civil engineering 19(2014), 1 vom: 07. Juli, Seite 165-172 volume:19 year:2014 number:1 day:07 month:07 pages:165-172 |
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Kirgiz, Mehmet Serkan @@aut@@ |
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| author |
Kirgiz, Mehmet Serkan |
| spellingShingle |
Kirgiz, Mehmet Serkan misc chemical composition misc blended cement misc blended cement paste misc blended cement mortar misc strength gain misc marble powder misc brick powder Strength gain mechanisms of blended-cements containing marble powder and brick powder |
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Strength gain mechanisms of blended-cements containing marble powder and brick powder chemical composition (dpeaa)DE-He213 blended cement (dpeaa)DE-He213 blended cement paste (dpeaa)DE-He213 blended cement mortar (dpeaa)DE-He213 strength gain (dpeaa)DE-He213 marble powder (dpeaa)DE-He213 brick powder (dpeaa)DE-He213 |
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misc chemical composition misc blended cement misc blended cement paste misc blended cement mortar misc strength gain misc marble powder misc brick powder |
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Strength gain mechanisms of blended-cements containing marble powder and brick powder |
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Strength gain mechanisms of blended-cements containing marble powder and brick powder |
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Kirgiz, Mehmet Serkan |
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10.1007/s12205-014-0557-4 |
| title_sort |
strength gain mechanisms of blended-cements containing marble powder and brick powder |
| title_auth |
Strength gain mechanisms of blended-cements containing marble powder and brick powder |
| abstract |
Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 |
| abstractGer |
Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 |
| abstract_unstemmed |
Abstract Strength gain mechanisms of blended-cements containing marble powder and brick powder were investigated in the presence of chemical composition changings of cement pastes. Blended Cements (BC) were prepared blending of 5% gypsum and 6%, 20%, 21% and 35% Marble Powder (MP) or 6%, 20%, 21% and 35% Brick Powder (BP) for CEMI42.5N cement clinker and grinding these portions in ball mill at 30 (min). Pastes and mortars were also drawn up with these cements. Chemical compositions of pastes, Compressive Strength (CS) and Flexural Strength (FS) of mortars were determined at 7th-day, 28th-day and 90th-day according as standard methods. Experimental results indicated that fluctuation of $ SiO_{2} $, $ Na_{2} $O and alkali at Marble Powder-Blended Cement Paste (MP-BCP) and continuously increasing of $ SiO_{2} $ at Brick Powder-Blended Cement Paste (BP-BCP) positively induced strength gain mechanism of BCM since MP up to 6% or BP up to 35% were blended for cement. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 |
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Strength gain mechanisms of blended-cements containing marble powder and brick powder |
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https://dx.doi.org/10.1007/s12205-014-0557-4 |
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10.1007/s12205-014-0557-4 |
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