Strength Test Research on Cement-Soil of Peat Soil in Kunming

Abstract

Based on the engineering properties of the peat soil in Kunming, through indoor unconfined compressive strength test in this article, and changing the different cement mixing ratio including 12%, 15%, 18%, 21%, 24% and 27% and age including 3 d, 7 d, 14 d, 28 d, 60 d and 90 d, and we focus on the influence on unconfined compressive strength of cement-soil by both of them. Through the study of the regression analysis of test results, we obtain the basic strength characteristics of cement-soil of peat soil which is that cement-soil unconfined compressive strength increases with group of the cement mixing ratio and age and showing a good correlation between them. And the unconfined compressive strength of cement-soil with the increase of ratio presents approximate linear growth and a logarithmic curve approximation along with the age growth, and the growth rate is smaller and smaller.