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The addition of bentonite increases the geotechnical parameters such as maximum dry density, specific gravity, unconfined compressive strength, Young's modulus and cohesion.
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The bentonite increased the slurry viscosity, thereby providing a water retention period suitable for freezing.
The XRD results confirmed the intercalation of CTA and PAA into the interlayer spaces of the bentonite increasing the d 001 spacing of the clay from 12.2 up to 38.9 Å.
Bentonite increased trans-11 18:1, but prevented the increase of trans-10 18:1 in meat from oil supplemented lambs (P<0.001).
In the tests with functionalized bentonite the adsorption/absorption of water decreased as the POR substitution by functionalized bentonite increased.
The plastic viscosity of the slurry containing 3%% EPWS increased slowly as the content of sodium bentonite increased from 3%% to 7%%, showing its good compatibility with bentonite.
However, in alkaline environment, there were possibly more negative charges present on the bentonite surface due to the deprotonation of the surface hydroxyl site (M OH), such as alumina and silica (Al OH and Si OH); thus, the number of ionizable sites on bentonite increased.
The study revealed that with increase in temperature the swelling pressure and compressibility index of bentonite increased.
The workability, density of fresh concrete, and absorption of water decreased as the substitution of ordinary Portland cement by perceptual of natural and modified bentonite increased.
Compaction of sodium bentonite will increase the overlap of diffuse clouds and the effect of osmotic swelling (Fig. 1).
The BBTAPS and BBTAEAPS presented substantial specific area (Table 1) and the particle size and functionalization process of bentonite samples increased the porous volume of the whole mix translating into higher water molecules to wet the surface area organic inorganic and interior of pores.
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