Experimental evaluation of the behavior of Sandy Soil–Cement Mixture

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Main Author: Hassan Sharafi
Format: Artículo científico
Language:en
Published: Universidad de Carabobo 2019
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author Hassan Sharafi
author_facet Hassan Sharafi
contents Experimental evaluation of the behavior of Sandy Soil–Cement Mixture Hassan Sharafi Mehdi Shekarbeigi Ingeniería cement CBR tests Mixture of soil shear strength parameters uniaxial compression test There are various methods for correcting the technical specifications of problematic soils. One of the techniques for improving sandy soils is cement stabilization. Cement stabilization leads to reactions that improve the primary properties of sandy soil. In this study, sandy soil is consolidated with different percentages of cement (0, 3, 6, 9) %, simulated under experimental conditions, and imposed under compression tests such as CBR, direct shear and uniaxial compressions after treatment. Finally, sandy soil behavior is compared with that of the non-cement samples. The test results indicate that cement stabilization significantly increases the CBR strength. Adding 3% of cement to soil greatly increases the soil shear strength parameters. The addition of 9 % cement to soil during curing has the greatest effect on the correction of sandy soil properties. In addition to improving the compressive and shear strength of the samples, it also increases the plasticity of the samples, making them more resistant to moisture. 2019 artículo científico 1316-6832 https://www.redalyc.org/articulo.oa?id=70762652002 https://www.redalyc.org/journal/707/70762652002/ https://www.redalyc.org/journal/707/70762652002/html/ https://www.redalyc.org/journal/707/70762652002/70762652002.epub https://www.redalyc.org/journal/707/70762652002/movil en http://www.redalyc.org/revista.oa?id=707 Revista INGENIERÍA UC application/pdf Universidad de Carabobo Revista INGENIERÍA UC (República Bolivariana de Venezuela) Num.3 Vol.26
format Artículo científico
id redalyc_70762652002
institution Redalyc
language en
publishDate 2019
publisher Universidad de Carabobo
spellingShingle Experimental evaluation of the behavior of Sandy Soil–Cement Mixture
Hassan Sharafi
Ingeniería
cement
CBR tests
Mixture of soil
shear strength parameters
uniaxial compression test
Experimental evaluation of the behavior of Sandy Soil–Cement Mixture Hassan Sharafi Mehdi Shekarbeigi Ingeniería cement CBR tests Mixture of soil shear strength parameters uniaxial compression test There are various methods for correcting the technical specifications of problematic soils. One of the techniques for improving sandy soils is cement stabilization. Cement stabilization leads to reactions that improve the primary properties of sandy soil. In this study, sandy soil is consolidated with different percentages of cement (0, 3, 6, 9) %, simulated under experimental conditions, and imposed under compression tests such as CBR, direct shear and uniaxial compressions after treatment. Finally, sandy soil behavior is compared with that of the non-cement samples. The test results indicate that cement stabilization significantly increases the CBR strength. Adding 3% of cement to soil greatly increases the soil shear strength parameters. The addition of 9 % cement to soil during curing has the greatest effect on the correction of sandy soil properties. In addition to improving the compressive and shear strength of the samples, it also increases the plasticity of the samples, making them more resistant to moisture. 2019 artículo científico 1316-6832 https://www.redalyc.org/articulo.oa?id=70762652002 https://www.redalyc.org/journal/707/70762652002/ https://www.redalyc.org/journal/707/70762652002/html/ https://www.redalyc.org/journal/707/70762652002/70762652002.epub https://www.redalyc.org/journal/707/70762652002/movil en http://www.redalyc.org/revista.oa?id=707 Revista INGENIERÍA UC application/pdf Universidad de Carabobo Revista INGENIERÍA UC (República Bolivariana de Venezuela) Num.3 Vol.26
title Experimental evaluation of the behavior of Sandy Soil–Cement Mixture
topic Ingeniería
cement
CBR tests
Mixture of soil
shear strength parameters
uniaxial compression test
url https://www.redalyc.org/articulo.oa?id=70762652002
https://www.redalyc.org/journal/707/70762652002/
https://www.redalyc.org/journal/707/70762652002/html/
https://www.redalyc.org/journal/707/70762652002/70762652002.epub
https://www.redalyc.org/journal/707/70762652002/movil