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experimental investigation of the effective parameters on the strength of soil - cement
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نویسنده
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jalili m. ,rasouli ghahroudi o. ,tajdini m. ,khalaj zadeh y. ,nokhbeh zaeim h. r.
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منبع
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civil engineering infrastructures journal - 2020 - دوره : 53 - شماره : 2 - صفحه:407 -416
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چکیده
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Soil-cement is a mixture of portland cement, soil and water, which are bonded together due to the cement hydration and compaction. it have durability, low permeability and resistance against wear. water to cement ratio, cement content and type have been commonly investigated as the most effective factors on the compressive strength of soilcement. this study aims at the investigation of the effects of some other factors, such as sand equivalent (se), plasticity index (pi), and gradation of the soil on the compressive and flexural strength of soil-cement. results show that the compressive and flexural strength of soil-cement increases with increasing the sand equivalent and decreasing the plasticity index of the soil.
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کلیدواژه
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compressive strength ,flexural strength ,sand equivalent ,soil-cement
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آدرس
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islamic azad university, central tehran branch, department of civil engineering, iran, shahed university, department of civil engineering, iran, tabriz university, department of civil engineering, iran, iran university of science and technology, department of civil engineering, iran, iran university of science and technology, department of civil engineering, iran
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پست الکترونیکی
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nokhbezaeim@alumni.iust.ac.ir
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Authors
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