Experimental Investigation of the Effective Parameters on the Strength of Soil - Cement

IF 1 Q4 ENGINEERING, CIVIL
M. Tajdini, Yaser Khalaji Zadeh, Hamidreza Nokhbeh Zaeim, Omid Rasouli Ghahroudi, M. Jalili
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引用次数: 1

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 soil-cement. 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.
水泥土强度有效参数的试验研究
土壤水泥是硅酸盐水泥、土壤和水的混合物,由于水泥的水化和压实而结合在一起。它具有耐用性、低渗透性和耐磨性。水灰比、水泥含量和类型是影响水泥土抗压强度的最有效因素。本研究旨在研究其他一些因素,如砂当量(SE)、塑性指数(PI)和土壤级配对水泥土抗压和抗弯强度的影响。结果表明,水泥土的抗压强度和抗弯强度随砂当量的增加和塑性指数的降低而增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.30
自引率
60.00%
发文量
0
审稿时长
47 weeks
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