EFFECT OF EUCALYPT WOOD LIGNOSULFONATES ON CONCRETE PROPERTIES

The study was performed to investigate the effect of <em>Eucalyptus camldulenses</em> wood lignosulfonate on concrete properties. several concrete mixtures were used with the variables (cement: 500, 600, and 700 gm.), (water: 35, 40, 45, and 50%). (Lignosulfonate: zero. 3, and 5%). A com...

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Main Authors: Esam Hamid, Esam Majeed Solyman, Janan Yousif David
Format: Article
Language:English
Published: College of Agriculture 2019-06-01
Series:Mesopotamia Journal of Agriculture
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Online Access:https://magrj.mosuljournals.com/article_161277_e9e6ec5644879b83732b84eb4ad76886.pdf
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author Esam Hamid
Esam Majeed Solyman
Janan Yousif David
author_facet Esam Hamid
Esam Majeed Solyman
Janan Yousif David
author_sort Esam Hamid
collection DOAJ
description The study was performed to investigate the effect of <em>Eucalyptus camldulenses</em> wood lignosulfonate on concrete properties. several concrete mixtures were used with the variables (cement: 500, 600, and 700 gm.), (water: 35, 40, 45, and 50%). (Lignosulfonate: zero. 3, and 5%). A compression test on all samples was used to evaluate the effect of the Eucalypt wood lignosulfonates on concrete properties. There were a highly significant effects of the studied main variables on compression test, specially cement, water percentage, lignin derivative (lignosulfonate) and the interactions between cement with water percentage, cement with lignin derivatives, water with lignin and cement with water and lignin derivatives. The interaction between cement and lignin derivative didn’t show any significant effect on compression test. After Duncan's test on all the study factors showed that cement amount of 600gm had a highest average of compression test with 130.28 kg/ cm<sup>2</sup>. water percent (35, 40, 45, and 50%) gave the highest values (112.34, 115.73, and 117.2 kg) respectively.Consequently lignin derivative percentages had a significant effect on the compression test specially at (3, 5%) percent (114, 118, 8 kg / cm<sup>2</sup>) respectively. Averages of 600gm of cement samples and 45% water interactions had a highest average (147, 81 kg/cm<sup>2</sup>) values, 40% percent of water & 3% lignin (Lignosulfonates) had compression values of (142, 84 kg / cm<sup>2</sup>).All samples of 600 gm. Cement, 45% water percentage and 3% lignin derivative had best compressed value 182.44 kg/ cm<sup>2</sup>.
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spelling doaj-art-d96b6bc0805a4c71bdbc380242933ebb2025-08-20T02:21:16ZengCollege of AgricultureMesopotamia Journal of Agriculture1815-316X2224-97962019-06-0145119720810.33899/magrj.2019.161277161277EFFECT OF EUCALYPT WOOD LIGNOSULFONATES ON CONCRETE PROPERTIESEsam Hamid0Esam Majeed Solyman1Janan Yousif David2Tech. Agric. college. / MosulTech. Agric. college. / MosulTech. Inst. / Mosul.The study was performed to investigate the effect of <em>Eucalyptus camldulenses</em> wood lignosulfonate on concrete properties. several concrete mixtures were used with the variables (cement: 500, 600, and 700 gm.), (water: 35, 40, 45, and 50%). (Lignosulfonate: zero. 3, and 5%). A compression test on all samples was used to evaluate the effect of the Eucalypt wood lignosulfonates on concrete properties. There were a highly significant effects of the studied main variables on compression test, specially cement, water percentage, lignin derivative (lignosulfonate) and the interactions between cement with water percentage, cement with lignin derivatives, water with lignin and cement with water and lignin derivatives. The interaction between cement and lignin derivative didn’t show any significant effect on compression test. After Duncan's test on all the study factors showed that cement amount of 600gm had a highest average of compression test with 130.28 kg/ cm<sup>2</sup>. water percent (35, 40, 45, and 50%) gave the highest values (112.34, 115.73, and 117.2 kg) respectively.Consequently lignin derivative percentages had a significant effect on the compression test specially at (3, 5%) percent (114, 118, 8 kg / cm<sup>2</sup>) respectively. Averages of 600gm of cement samples and 45% water interactions had a highest average (147, 81 kg/cm<sup>2</sup>) values, 40% percent of water & 3% lignin (Lignosulfonates) had compression values of (142, 84 kg / cm<sup>2</sup>).All samples of 600 gm. Cement, 45% water percentage and 3% lignin derivative had best compressed value 182.44 kg/ cm<sup>2</sup>.https://magrj.mosuljournals.com/article_161277_e9e6ec5644879b83732b84eb4ad76886.pdfeucalypt woodlignosulfonateconcrete
spellingShingle Esam Hamid
Esam Majeed Solyman
Janan Yousif David
EFFECT OF EUCALYPT WOOD LIGNOSULFONATES ON CONCRETE PROPERTIES
Mesopotamia Journal of Agriculture
eucalypt wood
lignosulfonate
concrete
title EFFECT OF EUCALYPT WOOD LIGNOSULFONATES ON CONCRETE PROPERTIES
title_full EFFECT OF EUCALYPT WOOD LIGNOSULFONATES ON CONCRETE PROPERTIES
title_fullStr EFFECT OF EUCALYPT WOOD LIGNOSULFONATES ON CONCRETE PROPERTIES
title_full_unstemmed EFFECT OF EUCALYPT WOOD LIGNOSULFONATES ON CONCRETE PROPERTIES
title_short EFFECT OF EUCALYPT WOOD LIGNOSULFONATES ON CONCRETE PROPERTIES
title_sort effect of eucalypt wood lignosulfonates on concrete properties
topic eucalypt wood
lignosulfonate
concrete
url https://magrj.mosuljournals.com/article_161277_e9e6ec5644879b83732b84eb4ad76886.pdf
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