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However, the Cd leachate cannot be prevented in the early stages of curing.
However, strength development of cement-treated clay has not been fully understood during very early and later stages of curing.
This is due to the stronger thermal activation of diffusion over reaction at the early stages of curing.
Based on strength at 1 h curing and strength increment coefficients, two equations were developed to estimate the strength during early and later stages of curing.
Two equations to evaluate strength during early stages of curing were proposed based on the initial water content and specific volume ratio normalized by liquid limit.
It is concluded that the proposed equations are very simple and useful to determine the strength of cement-treated clay during the early stages of curing.
Similar(41)
With the development of the formula, it is possible to determine the strength of cement-treated clays at any stage of curing.
This papers aims at investigating the strength properties of cold recycled mixtures using foamed asphalt (CRMF) at its early-stage of curing.
This mechanism was confirmed by deliberately introducing branching chains through a short time of high-temperature reaction at the first stage of curing.
Time-resolved light scattering investigation showed that the process of SD during curing was different from that in ordinary thermally induced SD, i.e. qm, the wavenumber q at the peak position of the scattering profile, increases with time in the early stage of curing.
When cured at a higher T max, the compressive strength of HESC tended to develop at a higher rate in the early stage of curing.
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