Laboratory Experimental Research on Mix Ratio Test of Cement Soil

Abstract:

Based on the generalization and analysis of laboratory experimental results on mix ratio, the effects of various factors such as cement content, water-cement ratio, curing time, curing conditions and types of cement on the mechanical properties of unconfined compressive strength of cement soil are presented. Results show that the unconfined compressive strength of cement soil increases with the growing curing time, and it is greatly affected by the cement content, water-cement ratio, cement types and curing time, while the effect of curing conditions is weak with a cement content of more than 10%. Moreover, the stress-strain of the cement soil responds with the cement content and curing time, increasing curing time and cement content makes the cement soil to be harder and brittle, and leads to a larger Young's modulus.

• Periodical: Applied Mechanics and Materials (Volumes 438-439)
• Pages: 197-201
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.438-439.197
• Online since: October 2013
• Authors: Xian Hua Yao, Peng Li, Jun Feng Guan
• Keywords: Cement Content, Cement Soil, Curing Condition, Curing Time, Stress Strain, Types of Cement, Unconfined Compressive Strength (UCS), Water-Cement Ratio

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