Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete

The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume....
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Hamad Hassan Awan [verfasserIn] Muhammad Faisal Javed [verfasserIn] Adnan Yousaf [verfasserIn] Fahid Aslam [verfasserIn] Hisham Alabduljabbar [verfasserIn] Amir Mosavi [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment

Übergeordnetes Werk:	In: Crystals - MDPI AG, 2011, 11(2021), 5, p 558
Übergeordnetes Werk:	volume:11 ; year:2021 ; number:5, p 558

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/cryst11050558

Katalog-ID:	DOAJ086617044

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520			\|a The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss.
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allfields	10.3390/cryst11050558 doi (DE-627)DOAJ086617044 (DE-599)DOAJ020fa415f6ff49918325d63087ab1e05 DE-627 ger DE-627 rakwb eng QD901-999 Hamad Hassan Awan verfasserin aut Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss. crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment Crystallography Muhammad Faisal Javed verfasserin aut Adnan Yousaf verfasserin aut Fahid Aslam verfasserin aut Hisham Alabduljabbar verfasserin aut Amir Mosavi verfasserin aut In Crystals MDPI AG, 2011 11(2021), 5, p 558 (DE-627)718303067 (DE-600)2661516-2 20734352 nnns volume:11 year:2021 number:5, p 558 https://doi.org/10.3390/cryst11050558 kostenfrei https://doaj.org/article/020fa415f6ff49918325d63087ab1e05 kostenfrei https://www.mdpi.com/2073-4352/11/5/558 kostenfrei https://doaj.org/toc/2073-4352 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_602 GBV_ILN_2014 GBV_ILN_2055 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 11 2021 5, p 558
spelling	10.3390/cryst11050558 doi (DE-627)DOAJ086617044 (DE-599)DOAJ020fa415f6ff49918325d63087ab1e05 DE-627 ger DE-627 rakwb eng QD901-999 Hamad Hassan Awan verfasserin aut Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss. crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment Crystallography Muhammad Faisal Javed verfasserin aut Adnan Yousaf verfasserin aut Fahid Aslam verfasserin aut Hisham Alabduljabbar verfasserin aut Amir Mosavi verfasserin aut In Crystals MDPI AG, 2011 11(2021), 5, p 558 (DE-627)718303067 (DE-600)2661516-2 20734352 nnns volume:11 year:2021 number:5, p 558 https://doi.org/10.3390/cryst11050558 kostenfrei https://doaj.org/article/020fa415f6ff49918325d63087ab1e05 kostenfrei https://www.mdpi.com/2073-4352/11/5/558 kostenfrei https://doaj.org/toc/2073-4352 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_602 GBV_ILN_2014 GBV_ILN_2055 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 11 2021 5, p 558
allfields_unstemmed	10.3390/cryst11050558 doi (DE-627)DOAJ086617044 (DE-599)DOAJ020fa415f6ff49918325d63087ab1e05 DE-627 ger DE-627 rakwb eng QD901-999 Hamad Hassan Awan verfasserin aut Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss. crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment Crystallography Muhammad Faisal Javed verfasserin aut Adnan Yousaf verfasserin aut Fahid Aslam verfasserin aut Hisham Alabduljabbar verfasserin aut Amir Mosavi verfasserin aut In Crystals MDPI AG, 2011 11(2021), 5, p 558 (DE-627)718303067 (DE-600)2661516-2 20734352 nnns volume:11 year:2021 number:5, p 558 https://doi.org/10.3390/cryst11050558 kostenfrei https://doaj.org/article/020fa415f6ff49918325d63087ab1e05 kostenfrei https://www.mdpi.com/2073-4352/11/5/558 kostenfrei https://doaj.org/toc/2073-4352 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_602 GBV_ILN_2014 GBV_ILN_2055 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 11 2021 5, p 558
allfieldsGer	10.3390/cryst11050558 doi (DE-627)DOAJ086617044 (DE-599)DOAJ020fa415f6ff49918325d63087ab1e05 DE-627 ger DE-627 rakwb eng QD901-999 Hamad Hassan Awan verfasserin aut Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss. crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment Crystallography Muhammad Faisal Javed verfasserin aut Adnan Yousaf verfasserin aut Fahid Aslam verfasserin aut Hisham Alabduljabbar verfasserin aut Amir Mosavi verfasserin aut In Crystals MDPI AG, 2011 11(2021), 5, p 558 (DE-627)718303067 (DE-600)2661516-2 20734352 nnns volume:11 year:2021 number:5, p 558 https://doi.org/10.3390/cryst11050558 kostenfrei https://doaj.org/article/020fa415f6ff49918325d63087ab1e05 kostenfrei https://www.mdpi.com/2073-4352/11/5/558 kostenfrei https://doaj.org/toc/2073-4352 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_602 GBV_ILN_2014 GBV_ILN_2055 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 11 2021 5, p 558
allfieldsSound	10.3390/cryst11050558 doi (DE-627)DOAJ086617044 (DE-599)DOAJ020fa415f6ff49918325d63087ab1e05 DE-627 ger DE-627 rakwb eng QD901-999 Hamad Hassan Awan verfasserin aut Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss. crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment Crystallography Muhammad Faisal Javed verfasserin aut Adnan Yousaf verfasserin aut Fahid Aslam verfasserin aut Hisham Alabduljabbar verfasserin aut Amir Mosavi verfasserin aut In Crystals MDPI AG, 2011 11(2021), 5, p 558 (DE-627)718303067 (DE-600)2661516-2 20734352 nnns volume:11 year:2021 number:5, p 558 https://doi.org/10.3390/cryst11050558 kostenfrei https://doaj.org/article/020fa415f6ff49918325d63087ab1e05 kostenfrei https://www.mdpi.com/2073-4352/11/5/558 kostenfrei https://doaj.org/toc/2073-4352 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_602 GBV_ILN_2014 GBV_ILN_2055 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 11 2021 5, p 558
language	English
source	In Crystals 11(2021), 5, p 558 volume:11 year:2021 number:5, p 558
sourceStr	In Crystals 11(2021), 5, p 558 volume:11 year:2021 number:5, p 558
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment Crystallography
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container_title	Crystals
authorswithroles_txt_mv	Hamad Hassan Awan @@aut@@ Muhammad Faisal Javed @@aut@@ Adnan Yousaf @@aut@@ Fahid Aslam @@aut@@ Hisham Alabduljabbar @@aut@@ Amir Mosavi @@aut@@
publishDateDaySort_date	2021-01-01T00:00:00Z
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callnumber-first	Q - Science
author	Hamad Hassan Awan
spellingShingle	Hamad Hassan Awan misc QD901-999 misc crumb rubber concrete misc crumb rubber misc NaOH treatment misc lime treatment misc water treatment misc detergent treatment misc Crystallography Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete
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topic_title	QD901-999 Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment
topic	misc QD901-999 misc crumb rubber concrete misc crumb rubber misc NaOH treatment misc lime treatment misc water treatment misc detergent treatment misc Crystallography
topic_unstemmed	misc QD901-999 misc crumb rubber concrete misc crumb rubber misc NaOH treatment misc lime treatment misc water treatment misc detergent treatment misc Crystallography
topic_browse	misc QD901-999 misc crumb rubber concrete misc crumb rubber misc NaOH treatment misc lime treatment misc water treatment misc detergent treatment misc Crystallography
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title	Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete
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title_full	Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete
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author_browse	Hamad Hassan Awan Muhammad Faisal Javed Adnan Yousaf Fahid Aslam Hisham Alabduljabbar Amir Mosavi
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title_sort	experimental evaluation of untreated and pretreated crumb rubber used in concrete
callnumber	QD901-999
title_auth	Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete
abstract	The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss.
abstractGer	The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss.
abstract_unstemmed	The present research aims at evaluating the mechanical performance of untreated and treated crumb rubber concrete (CRC). The study was also conducted to reduce the loss in mechanical properties of CRC. In this study, sand was replaced with crumb rubber (CR) with 0%, 5%, 10%, 15%, and 20% by volume. CR was treated with NaOH, lime, and common detergent for 24 h. Furthermore, water treatment was also carried out. All these treatments were done to enhance the mechanical properties of concrete that are affected by adding CR. The properties that were evaluated are compressive strength, indirect tensile strength, unit weight, ultrasonic pulse velocity, and water absorption. Compressive strength was assessed after 7 and 28 days of curing. The mechanical properties were decreased by increasing the percentage of the CR. The properties were improved after the treatment of CR. Lime treatment was found to be the best treatment of all four treatments followed by NaOH treatment and water treatment. Detergent treatment was found to be the worse treatment of all four methods of treatment. Despite increasing the strength it contributed to strength loss.
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title_short	Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete
url	https://doi.org/10.3390/cryst11050558 https://doaj.org/article/020fa415f6ff49918325d63087ab1e05 https://www.mdpi.com/2073-4352/11/5/558 https://doaj.org/toc/2073-4352
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author2	Muhammad Faisal Javed Adnan Yousaf Fahid Aslam Hisham Alabduljabbar Amir Mosavi
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Experimental Evaluation of Untreated and Pretreated Crumb Rubber Used in Concrete

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