In the oil and gas industry, cement segregation is a
significant
concern that can have disastrous consequences, such as the failure
of cement. The change of hardened cement’s properties is observed,
resulting in a decrease in its strength and an increase in its permeability.
Therefore, providing some solutions to prevent this is crucial. The
objective of this study is to assess the efficacy of synthetic clay
in mitigating the problem of segregation in cement having barite.
Six concentrations of synthetic clay were used to prepare six heavy-weighted
cement samples with a high density of 18 lb/gal using the barite weighting
material. The approaches of density distribution and nuclear magnetic
resonance (NMR) were employed to characterize the heterogeneity in
the hardened cement samples with the aim of identifying the potential
of cement segregation. Then, the optimum concentration of the synthetic
clay was selected and its effects on the rheological, strength, petrophysical,
and elastic properties were evaluated and compared with the properties
of the base cement (without synthetic clay). The results showed that
0.4% by weight of cement (BWOC) synthetic clay was the optimum concentration,
which yielded the minimum cement segregation as represented by a 61%
reduction in the density variation compared to the control specimen.
The results obtained from the NMR technique validated the findings
of the density distribution method, indicating that the porosity distribution
of the synthetic clay cement with a concentration of 0.4% BWOC exhibited
uniformity across its top, middle, and bottom sections, with a slight
deviation window, while the porosity distribution of the control cement
specimen displayed noticeable variation. Moreover, the synthetic clay
had better properties than the control cement specimen. For example,
the rheological properties were improved as represented by a 22% reduction
in plastic viscosity and 42 and 11% increase in the yield point and
gel strength, respectively. Compared to the base cement, the compressive
and tensile strength were increased by 39 and 43%. The synthetic clay
decreased the permeability and porosity by 73 and 24%, respectively.
The synthetic clay enhanced the elastic properties as represented
by a 1.5% reduction in Young’s modulus and a 1.3% increase
in Poisson’s ratio compared to the base cement sample.