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This research studied the behavior of mud mixtures stabilized with cement and/or lime, to the effects of water.
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In the present study, an attempt is made to explain these observations quantitatively with the help of pressure density temperature (P ρ T) behavior of mud and the temperature changes in a static mud column.
In order to improve the mud mixtures of the filling and mud cover of bahareque walls, was carried out a research whose results are presented in this article.
Mud mixtures with 10% of additives for the filling, and up to 15% of additives for the mud cover were proposed.
New geopolymer formulations were designed by sodium silicate/NaOH activation of metakaolin, iron oxide and red mud mixtures.
Experiments were performed with two different natural mud mixtures.
For this purpose a series of standardized tests were performed and it was designed a customized absorption test for the proposed stabilized mud mixtures.
A mud rheogram was made by an Anton Paar modular compact rheometer to see the behavior of the mud (with no LCMs) with shear stress.
The flow behavior of drilling mud can be described using mathematical models called hydraulics models.
Several time-dependent rheological models have been developed to predict the thixotropic behavior of drilling mud.
To describe the rheological behavior of drilling mud, Herschel Bulky model was implemented.
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