Abstract

The swelling and softening of mudstones caused by water often lead to serious geological disasters. In petroleum exploration and development, the hydration expansion of mudstone can also lead to serious wellbore instability hazards. The swelling of smectite clays is the main reason for this hydration expansion in mudstones. It is generally recognized that illite and illite–smectite mixed layer clays are both poor swellable and has a low effect on rock strength of smectite-poor mudstone. Furthermore, weakening law and degree of smectite-poor mudstone in water is not clear. This study conducted swelling tests and rock mechanics experiments on a smectite-poor mudstone from the Sichuan basin. The results show that both water content and swelling capacity tend to remain steady after soaking the samples for 24 h. The mudstone water content reached 5.36%, and the swelling rate was 2% after soaking in water for 72 h, and the rock had a lower unconfined compressive strength (UCS) value of 1.41 MPa. Adding KCl inhibited these processes, and elevated KCl concentrations drastically reduced the mudstone water content and swelling rate. Compared to water, the water content and swelling rate of mudstone soaked in a 6% KCl solution both decreased by 50%. The UCS and the elastic modulus also increased for a half-dry mudstone, although the inhibitor was important. At elevated KCl inhibitor concentrations, the UCS and elastic modulus of the hydrated mudstone were lower than those of the dry mudstone. The findings of this study can help for better understanding of the application of KCl inhibitor in water-based fluid for drilling engineering.

Highlights

  • The swelling and softening characteristics of mudstones are closely related to many engineering accidents (Al-Homoud et al 1996; Jiang et al 2014; Zhang et al 2013)

  • When the KCl concentration reached 8%, the unconfined compressive strength (UCS) of the mudstone increased to 13.33 MPa, the elastic modulus increased to 1.48 GPa, and Poisson’s ratio decreased to 0.27

  • We conducted a set of experiments to investigate the effect of inhibitor KCl on smectite-poor mudstone

Read more

Summary

Introduction

The swelling and softening characteristics of mudstones are closely related to many engineering accidents (Al-Homoud et al 1996; Jiang et al 2014; Zhang et al 2013). In petroleum engineering, serious wellbore instability is often caused by the hydration, swelling, and softening of mudstones in the borehole. This slows the construction rate of many drilling projects (Gholami et al 2018). The strength of clay-rich mudstone decreases significantly after soaking in water, to strengths below 60% of the dry rock value (Erguler and Ulusay 2009; Goodman 1989). Previous studies have established that this swelling and the associated weakness are mainly caused by the hydration and expansion of smectite clays.

Methods
Results
Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call