The Effect of Adding Resistance Supplementary Materials to Gypsum Soils for Lining Water Conveyance Channels

Using some additive materials to gypsum soil can increase its compressive strength and erosion and make it fit for civil  projects in irrigation networks. In this study, (Journal No. 268., 2003) five levels of cement (5, 8, 10, 12 and 15 % to dry soil) and three levels of micro silica (0, 5 and 10 %...

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Main Authors: Babak Taghdisi, Kazem Kesmaeili, Saeid Reza Khodashenas
Format: Article
Language:fas
Published: Shahid Chamran University of Ahvaz 2018-04-01
Series:علوم و مهندسی آبیاری
Subjects:
Online Access:http://jise.scu.ac.ir/article_13288_72e0468523bb5a0c53e8268efccd00e8.pdf
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spelling doaj-9b09871c649d4b97b547b842081a151c2020-11-25T03:09:20ZfasShahid Chamran University of Ahvazعلوم و مهندسی آبیاری2588-59522588-59602018-04-0141118119410.22055/jise.2017.1328813288The Effect of Adding Resistance Supplementary Materials to Gypsum Soils for Lining Water Conveyance ChannelsBabak Taghdisi0Kazem Kesmaeili1Saeid Reza Khodashenas2PhD Student, Department of Water Engineering, Faculty of Agriculture, Ferdowsi University of Mashhad (International campus).Associate Professor, Department of Water Engineering, Faculty of Agriculture, Ferdowsi University of Mashhad).Associate Professor, Department of Water Engineering, Faculty of Agriculture, Ferdowsi University of Mashhad.Using some additive materials to gypsum soil can increase its compressive strength and erosion and make it fit for civil  projects in irrigation networks. In this study, (Journal No. 268., 2003) five levels of cement (5, 8, 10, 12 and 15 % to dry soil) and three levels of micro silica (0, 5 and 10 % cement) were added to the local soil. The processing of soil samples were conducted in two temperature (27 and 40<sup>0</sup>C) and their compressive strength was studied and analyzed via SAS statistical software. In the present research, the best combination, with the minimum addition and a high compressive strength, was reached by adding 10% cement and 10% micro silica to the soil.  In order to evaluate the sample’s erosion potential, it was exposed to water jet plane in four angles (Ө = 0,30,60, 90), five speeds (V = 2, 4, 6, 8 and 8.64 m/s) and three times (T =4,8 and 12 h<sub>r</sub>) and the highest weight loss erosion (d<sub>w</sub>) was observed between the speed of 4 to 8 m/s and the time of 8 hours later in a horizontal state (0 Ө =). .http://jise.scu.ac.ir/article_13288_72e0468523bb5a0c53e8268efccd00e8.pdfsoil stabilizationsilicacementlining water conveyance channels
collection DOAJ
language fas
format Article
sources DOAJ
author Babak Taghdisi
Kazem Kesmaeili
Saeid Reza Khodashenas
spellingShingle Babak Taghdisi
Kazem Kesmaeili
Saeid Reza Khodashenas
The Effect of Adding Resistance Supplementary Materials to Gypsum Soils for Lining Water Conveyance Channels
علوم و مهندسی آبیاری
soil stabilization
silica
cement
lining water conveyance channels
author_facet Babak Taghdisi
Kazem Kesmaeili
Saeid Reza Khodashenas
author_sort Babak Taghdisi
title The Effect of Adding Resistance Supplementary Materials to Gypsum Soils for Lining Water Conveyance Channels
title_short The Effect of Adding Resistance Supplementary Materials to Gypsum Soils for Lining Water Conveyance Channels
title_full The Effect of Adding Resistance Supplementary Materials to Gypsum Soils for Lining Water Conveyance Channels
title_fullStr The Effect of Adding Resistance Supplementary Materials to Gypsum Soils for Lining Water Conveyance Channels
title_full_unstemmed The Effect of Adding Resistance Supplementary Materials to Gypsum Soils for Lining Water Conveyance Channels
title_sort effect of adding resistance supplementary materials to gypsum soils for lining water conveyance channels
publisher Shahid Chamran University of Ahvaz
series علوم و مهندسی آبیاری
issn 2588-5952
2588-5960
publishDate 2018-04-01
description Using some additive materials to gypsum soil can increase its compressive strength and erosion and make it fit for civil  projects in irrigation networks. In this study, (Journal No. 268., 2003) five levels of cement (5, 8, 10, 12 and 15 % to dry soil) and three levels of micro silica (0, 5 and 10 % cement) were added to the local soil. The processing of soil samples were conducted in two temperature (27 and 40<sup>0</sup>C) and their compressive strength was studied and analyzed via SAS statistical software. In the present research, the best combination, with the minimum addition and a high compressive strength, was reached by adding 10% cement and 10% micro silica to the soil.  In order to evaluate the sample’s erosion potential, it was exposed to water jet plane in four angles (Ө = 0,30,60, 90), five speeds (V = 2, 4, 6, 8 and 8.64 m/s) and three times (T =4,8 and 12 h<sub>r</sub>) and the highest weight loss erosion (d<sub>w</sub>) was observed between the speed of 4 to 8 m/s and the time of 8 hours later in a horizontal state (0 Ө =). .
topic soil stabilization
silica
cement
lining water conveyance channels
url http://jise.scu.ac.ir/article_13288_72e0468523bb5a0c53e8268efccd00e8.pdf
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