Title of article :
Experimental Investigation of the Effective Parameters on the Strength of Soil - Cement
Author/Authors :
Jalili ، M. Department of Civil Engineering - Islamic Azad University, Central Tehran Branch , Rasouli Ghahroudi ، O. Department of Civil Engineering - Shahed University , Tajdini ، M. Department of Civil Engineering - Tabriz University , Khalaj Zadeh ، Y. Department of Civil Engineering - Iran University of Science And Technology , Nokhbeh Zaeim ، H. R. Department of Civil Engineering - Iran University of Science And Technology
From page :
407
To page :
416
Abstract :
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.
Keywords :
compressive strength , Flexural Strength , Sand Equivalent , Soil , cement
Journal title :
Civil Engineering Infrastructures Journal (CEIJ
Journal title :
Civil Engineering Infrastructures Journal (CEIJ
Record number :
2526261
Link To Document :
بازگشت