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The water to powder ratio was 0.5, and the powder to sand ratio was 1/3.
In all mixtures, binder: sand ratio was kept constant as 1 2.75 by weight.
With the sand ratio at a certain value, the floating phenomenon is well-controlled.
The reunion phenomenon happens after the sand ratio is more than 25%.
The blended cement: sand ratio used in this investigation was 1 2 wt.%.
Mortar experiments were conducted by separately changing the SSA and sand ratio.
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Sand ratios that are too high or too low can lead to significant floating.
A series of unsaturated tests on the GMZ bentonite sand mixture at different dry densities and sand ratios are analyzed.
While unit IV (918.5 to 1,638 mbsf) is composed of the alternations of thick sand-rich and mud-rich sediments with the variable sand ratios, unit V (1,638 to 2,005.5 mbsf) consists of homogeneous mud-rich sediments.
Selection of properties such as the clay composition, compaction-state and clay-to-sand ratio varies in different disposal concepts.
Three water-to-binder ratios were used; 0.50, 0.55 and 0.60 whereas the binder-to-sand ratio was kept constant at 1 3.
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