Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study

Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mo...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Sergio Giovanny Valbuena Porras [verfasserIn] Milton Mena Serna [verfasserIn] César Augusto García-Ubaque [verfasserIn]

Format:	E-Artikel
Sprache:	Spanisch

Erschienen:	2016

Schlagwörter:	Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación

Übergeordnetes Werk:	In: Tecnura - Universidad Distrital Francisco Jose de Caldas, 2012, 20(2016), 48, Seite 115-121
Übergeordnetes Werk:	volume:20 ; year:2016 ; number:48 ; pages:115-121

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.14483/udistrital.jour.tecnura.2016.2.a08

Katalog-ID:	DOAJ005281822

Internformat


LEADER	01000caa a22002652 4500
001	DOAJ005281822
003	DE-627
005	20230309192042.0
007	cr uuu---uuuuu
008	230225s2016 xx \|\|\|\|\|o 00\| \|\|spa c
024	7		\|a 10.14483/udistrital.jour.tecnura.2016.2.a08 \|2 doi
035			\|a (DE-627)DOAJ005281822
035			\|a (DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4
040			\|a DE-627 \|b ger \|c DE-627 \|e rakwb
041			\|a spa
050		0	\|a TA1-2040
100	0		\|a Sergio Giovanny Valbuena Porras \|e verfasserin \|4 aut
245	1	0	\|a Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study
264		1	\|c 2016
336			\|a Text \|b txt \|2 rdacontent
337			\|a Computermedien \|b c \|2 rdamedia
338			\|a Online-Ressource \|b cr \|2 rdacarrier
520			\|a Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards.
650		4	\|a Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación
653		0	\|a Technology
653		0	\|a T
653		0	\|a Engineering (General). Civil engineering (General)
700	0		\|a Milton Mena Serna \|e verfasserin \|4 aut
700	0		\|a César Augusto García-Ubaque \|e verfasserin \|4 aut
773	0	8	\|i In \|t Tecnura \|d Universidad Distrital Francisco Jose de Caldas, 2012 \|g 20(2016), 48, Seite 115-121 \|w (DE-627)721586236 \|w (DE-600)2675365-0 \|x 22487638 \|7 nnns
773	1	8	\|g volume:20 \|g year:2016 \|g number:48 \|g pages:115-121
856	4	0	\|u https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08 \|z kostenfrei
856	4	0	\|u https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4 \|z kostenfrei
856	4	0	\|u http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553 \|z kostenfrei
856	4	2	\|u https://doaj.org/toc/2248-7638 \|y Journal toc \|z kostenfrei
856	4	2	\|u https://doaj.org/toc/0123-921X \|y Journal toc \|z kostenfrei
912			\|a GBV_USEFLAG_A
912			\|a SYSFLAG_A
912			\|a GBV_DOAJ
912			\|a GBV_ILN_11
912			\|a GBV_ILN_20
912			\|a GBV_ILN_22
912			\|a GBV_ILN_23
912			\|a GBV_ILN_24
912			\|a GBV_ILN_39
912			\|a GBV_ILN_40
912			\|a GBV_ILN_60
912			\|a GBV_ILN_62
912			\|a GBV_ILN_63
912			\|a GBV_ILN_65
912			\|a GBV_ILN_69
912			\|a GBV_ILN_70
912			\|a GBV_ILN_73
912			\|a GBV_ILN_95
912			\|a GBV_ILN_105
912			\|a GBV_ILN_110
912			\|a GBV_ILN_151
912			\|a GBV_ILN_161
912			\|a GBV_ILN_170
912			\|a GBV_ILN_213
912			\|a GBV_ILN_230
912			\|a GBV_ILN_285
912			\|a GBV_ILN_293
912			\|a GBV_ILN_370
912			\|a GBV_ILN_602
912			\|a GBV_ILN_2014
912			\|a GBV_ILN_2027
912			\|a GBV_ILN_4012
912			\|a GBV_ILN_4037
912			\|a GBV_ILN_4112
912			\|a GBV_ILN_4125
912			\|a GBV_ILN_4126
912			\|a GBV_ILN_4249
912			\|a GBV_ILN_4305
912			\|a GBV_ILN_4306
912			\|a GBV_ILN_4307
912			\|a GBV_ILN_4313
912			\|a GBV_ILN_4322
912			\|a GBV_ILN_4323
912			\|a GBV_ILN_4324
912			\|a GBV_ILN_4325
912			\|a GBV_ILN_4335
912			\|a GBV_ILN_4338
912			\|a GBV_ILN_4367
912			\|a GBV_ILN_4700
951			\|a AR
952			\|d 20 \|j 2016 \|e 48 \|h 115-121

Indexfelder

author_variant	s g v p sgvp m m s mms c a g u cagu
matchkey_str	article:22487638:2016----::vlainfopesvsrnticmnmrascodntteoaesalsebteooba
hierarchy_sort_str	2016
callnumber-subject-code	TA
publishDate	2016
allfields	10.14483/udistrital.jour.tecnura.2016.2.a08 doi (DE-627)DOAJ005281822 (DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4 DE-627 ger DE-627 rakwb spa TA1-2040 Sergio Giovanny Valbuena Porras verfasserin aut Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards. Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación Technology T Engineering (General). Civil engineering (General) Milton Mena Serna verfasserin aut César Augusto García-Ubaque verfasserin aut In Tecnura Universidad Distrital Francisco Jose de Caldas, 2012 20(2016), 48, Seite 115-121 (DE-627)721586236 (DE-600)2675365-0 22487638 nnns volume:20 year:2016 number:48 pages:115-121 https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08 kostenfrei https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4 kostenfrei http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553 kostenfrei https://doaj.org/toc/2248-7638 Journal toc kostenfrei https://doaj.org/toc/0123-921X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 20 2016 48 115-121
spelling	10.14483/udistrital.jour.tecnura.2016.2.a08 doi (DE-627)DOAJ005281822 (DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4 DE-627 ger DE-627 rakwb spa TA1-2040 Sergio Giovanny Valbuena Porras verfasserin aut Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards. Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación Technology T Engineering (General). Civil engineering (General) Milton Mena Serna verfasserin aut César Augusto García-Ubaque verfasserin aut In Tecnura Universidad Distrital Francisco Jose de Caldas, 2012 20(2016), 48, Seite 115-121 (DE-627)721586236 (DE-600)2675365-0 22487638 nnns volume:20 year:2016 number:48 pages:115-121 https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08 kostenfrei https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4 kostenfrei http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553 kostenfrei https://doaj.org/toc/2248-7638 Journal toc kostenfrei https://doaj.org/toc/0123-921X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 20 2016 48 115-121
allfields_unstemmed	10.14483/udistrital.jour.tecnura.2016.2.a08 doi (DE-627)DOAJ005281822 (DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4 DE-627 ger DE-627 rakwb spa TA1-2040 Sergio Giovanny Valbuena Porras verfasserin aut Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards. Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación Technology T Engineering (General). Civil engineering (General) Milton Mena Serna verfasserin aut César Augusto García-Ubaque verfasserin aut In Tecnura Universidad Distrital Francisco Jose de Caldas, 2012 20(2016), 48, Seite 115-121 (DE-627)721586236 (DE-600)2675365-0 22487638 nnns volume:20 year:2016 number:48 pages:115-121 https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08 kostenfrei https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4 kostenfrei http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553 kostenfrei https://doaj.org/toc/2248-7638 Journal toc kostenfrei https://doaj.org/toc/0123-921X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 20 2016 48 115-121
allfieldsGer	10.14483/udistrital.jour.tecnura.2016.2.a08 doi (DE-627)DOAJ005281822 (DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4 DE-627 ger DE-627 rakwb spa TA1-2040 Sergio Giovanny Valbuena Porras verfasserin aut Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards. Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación Technology T Engineering (General). Civil engineering (General) Milton Mena Serna verfasserin aut César Augusto García-Ubaque verfasserin aut In Tecnura Universidad Distrital Francisco Jose de Caldas, 2012 20(2016), 48, Seite 115-121 (DE-627)721586236 (DE-600)2675365-0 22487638 nnns volume:20 year:2016 number:48 pages:115-121 https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08 kostenfrei https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4 kostenfrei http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553 kostenfrei https://doaj.org/toc/2248-7638 Journal toc kostenfrei https://doaj.org/toc/0123-921X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 20 2016 48 115-121
allfieldsSound	10.14483/udistrital.jour.tecnura.2016.2.a08 doi (DE-627)DOAJ005281822 (DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4 DE-627 ger DE-627 rakwb spa TA1-2040 Sergio Giovanny Valbuena Porras verfasserin aut Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards. Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación Technology T Engineering (General). Civil engineering (General) Milton Mena Serna verfasserin aut César Augusto García-Ubaque verfasserin aut In Tecnura Universidad Distrital Francisco Jose de Caldas, 2012 20(2016), 48, Seite 115-121 (DE-627)721586236 (DE-600)2675365-0 22487638 nnns volume:20 year:2016 number:48 pages:115-121 https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08 kostenfrei https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4 kostenfrei http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553 kostenfrei https://doaj.org/toc/2248-7638 Journal toc kostenfrei https://doaj.org/toc/0123-921X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 20 2016 48 115-121
language	Spanish
source	In Tecnura 20(2016), 48, Seite 115-121 volume:20 year:2016 number:48 pages:115-121
sourceStr	In Tecnura 20(2016), 48, Seite 115-121 volume:20 year:2016 number:48 pages:115-121
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación Technology T Engineering (General). Civil engineering (General)
isfreeaccess_bool	true
container_title	Tecnura
authorswithroles_txt_mv	Sergio Giovanny Valbuena Porras @@aut@@ Milton Mena Serna @@aut@@ César Augusto García-Ubaque @@aut@@
publishDateDaySort_date	2016-01-01T00:00:00Z
hierarchy_top_id	721586236
id	DOAJ005281822
language_de	spanisch
fullrecord	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ005281822</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230309192042.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230225s2016 xx \|\|\|\|\|o 00\| \|\|spa c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.14483/udistrital.jour.tecnura.2016.2.a08</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ005281822</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">spa</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA1-2040</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Sergio Giovanny Valbuena Porras</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2016</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Technology</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">T</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Engineering (General). Civil engineering (General)</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Milton Mena Serna</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">César Augusto García-Ubaque</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Tecnura</subfield><subfield code="d">Universidad Distrital Francisco Jose de Caldas, 2012</subfield><subfield code="g">20(2016), 48, Seite 115-121</subfield><subfield code="w">(DE-627)721586236</subfield><subfield code="w">(DE-600)2675365-0</subfield><subfield code="x">22487638</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:20</subfield><subfield code="g">year:2016</subfield><subfield code="g">number:48</subfield><subfield code="g">pages:115-121</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2248-7638</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/0123-921X</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_DOAJ</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4012</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4367</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">20</subfield><subfield code="j">2016</subfield><subfield code="e">48</subfield><subfield code="h">115-121</subfield></datafield></record></collection>
callnumber-first	T - Technology
author	Sergio Giovanny Valbuena Porras
spellingShingle	Sergio Giovanny Valbuena Porras misc TA1-2040 misc Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación misc Technology misc T misc Engineering (General). Civil engineering (General) Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study
authorStr	Sergio Giovanny Valbuena Porras
ppnlink_with_tag_str_mv	@@773@@(DE-627)721586236
format	electronic Article
delete_txt_mv	keep
author_role	aut aut aut
collection	DOAJ
remote_str	true
callnumber-label	TA1-2040
illustrated	Not Illustrated
issn	22487638
topic_title	TA1-2040 Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación
topic	misc TA1-2040 misc Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación misc Technology misc T misc Engineering (General). Civil engineering (General)
topic_unstemmed	misc TA1-2040 misc Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación misc Technology misc T misc Engineering (General). Civil engineering (General)
topic_browse	misc TA1-2040 misc Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación misc Technology misc T misc Engineering (General). Civil engineering (General)
format_facet	Elektronische Aufsätze Aufsätze Elektronische Ressource
format_main_str_mv	Text Zeitschrift/Artikel
carriertype_str_mv	cr
hierarchy_parent_title	Tecnura
hierarchy_parent_id	721586236
hierarchy_top_title	Tecnura
isfreeaccess_txt	true
familylinks_str_mv	(DE-627)721586236 (DE-600)2675365-0
title	Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study
ctrlnum	(DE-627)DOAJ005281822 (DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4
title_full	Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study
author_sort	Sergio Giovanny Valbuena Porras
journal	Tecnura
journalStr	Tecnura
callnumber-first-code	T
lang_code	spa
isOA_bool	true
recordtype	marc
publishDateSort	2016
contenttype_str_mv	txt
container_start_page	115
author_browse	Sergio Giovanny Valbuena Porras Milton Mena Serna César Augusto García-Ubaque
container_volume	20
class	TA1-2040
format_se	Elektronische Aufsätze
author-letter	Sergio Giovanny Valbuena Porras
doi_str_mv	10.14483/udistrital.jour.tecnura.2016.2.a08
author2-role	verfasserin
title_sort	evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. case study
callnumber	TA1-2040
title_auth	Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study
abstract	Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards.
abstractGer	Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards.
abstract_unstemmed	Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards.
collection_details	GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700
container_issue	48
title_short	Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study
url	https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08 https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4 http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553 https://doaj.org/toc/2248-7638 https://doaj.org/toc/0123-921X
remote_bool	true
author2	Milton Mena Serna César Augusto García-Ubaque
author2Str	Milton Mena Serna César Augusto García-Ubaque
ppnlink	721586236
callnumber-subject	TA - General and Civil Engineering
mediatype_str_mv	c
isOA_txt	true
hochschulschrift_bool	false
doi_str	10.14483/udistrital.jour.tecnura.2016.2.a08
callnumber-a	TA1-2040
up_date	2024-07-03T14:04:29.251Z
_version_	1803566940692676608
fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ005281822</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230309192042.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230225s2016 xx \|\|\|\|\|o 00\| \|\|spa c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.14483/udistrital.jour.tecnura.2016.2.a08</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ005281822</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ9d9bb0df00e44690a0e3d7720259f5b4</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">spa</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA1-2040</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Sergio Giovanny Valbuena Porras</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2016</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Context: In a masonry wall the mortar it is between 10 and 20% of the total volume of the system, despite its effect on the behavior of it is significantly higher than this percentage indicates. Objective: The purpose of this research was to evaluate the resistance to compression of two types of mortar paste (A and B), prepared with natural sand from the town of Usme in Bogotá, in accordance with the proportions set by the Standard Colombian earthquake Resistant regulation (NSR-10). Method: Two types of mortar paste were prepared, according to the proportions of cement and sand established in NSR-10 section D.3.4-1 of (Table 1); these proportions were calculated using a 0.0028 m3 container for measuring unit weight. For type A mortar rock sand was used and river sand for type B mortar. Results: The resistance to compression for mortars type A at the end of the study was on average 84% of the expected resistance, whereas for type B mortars it averaged 64% above the expected resistance. Conclusion: Mortar mixes made with crushed or rock (type A) arena do not reach the compressive strength required demanded by regulatory standards, despite complying with the dosage established in NSR 10 and with NTC quality criteria; while the natural sand origin or natural river sand meet these standards.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mortero de pega, arena de peña, arena de río, resistencia a la compresión, dosificación</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Technology</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">T</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Engineering (General). Civil engineering (General)</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Milton Mena Serna</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">César Augusto García-Ubaque</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Tecnura</subfield><subfield code="d">Universidad Distrital Francisco Jose de Caldas, 2012</subfield><subfield code="g">20(2016), 48, Seite 115-121</subfield><subfield code="w">(DE-627)721586236</subfield><subfield code="w">(DE-600)2675365-0</subfield><subfield code="x">22487638</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:20</subfield><subfield code="g">year:2016</subfield><subfield code="g">number:48</subfield><subfield code="g">pages:115-121</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.14483/udistrital.jour.tecnura.2016.2.a08</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/9d9bb0df00e44690a0e3d7720259f5b4</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/10553</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2248-7638</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/0123-921X</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_DOAJ</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4012</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4367</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">20</subfield><subfield code="j">2016</subfield><subfield code="e">48</subfield><subfield code="h">115-121</subfield></datafield></record></collection>
score	7.401372

Nicht das Richtige dabei?

Schreiben Sie uns!

Evaluation of compressive strength in cement mortars, according to the dosage established by the colombian seismic resistance code. Case study

Nicht das Richtige dabei?

Zugang & Verfügbarkeit

Vorhandene Bände

Nicht das Richtige dabei?