Advancing Cement Paste Shrinkage Modeling: Investigating The Normalized Ultrasonic Pulse Transit Time Evolution And Its Impact On Stress Analysis In Oil Wells

Autores

  • Carlos P. C. Carvalho Research, Development, and Innovation Center - CENPES, PETROBRAS, Rio de Janeiro/RJ, Brazil
  • Emilio C. C. M. Silva Well Engineering Department, PETROBRAS, Rio de Janeiro/RJ, Brazil
  • Jose C. F. Telles Civil Engineering Program - COPPE, Federal University of Rio de Janeiro, Rio de Janeiro/RJ, Brazil
  • Eduardo M. R. Fairbairn Civil Engineering Program - COPPE, Federal University of Rio de Janeiro, Rio de Janeiro/RJ, Brazil
  • Jose M. S. Rocha Research, Development, and Innovation Center - CENPES, PETROBRAS, Rio de Janeiro/RJ, Brazil
  • Magno T. Mota Civil Engineering Program - COPPE, Federal University of Rio de Janeiro, Rio de Janeiro/RJ, Brazil
  • Ingrid E. Silva Research, Development, and Innovation Center - CENPES, PETROBRAS, Rio de Janeiro/RJ, Brazil
  • Romildo D. Toledo-Filho Civil Engineering Program - COPPE, Federal University of Rio de Janeiro, Rio de Janeiro/RJ, Brazil
  • Ana B. C. G. Silva Civil Engineering Program - COPPE, Federal University of Rio de Janeiro, Rio de Janeiro/RJ, Brazi

Palavras-chave:

cement shrinkage, finite element method, transit time, degree of hydration, remaining capacity.

Resumo

This study presents a new modeling approach for predicting cement paste shrinkage evolution, with a
specific focus on its relationship with transit time, and consequently with the hydration of the cement paste. Cement
plays a crucial role in well integrity, and therefore, cement shrinkage is a critical factor in stress analysis within
oil wells. By developing a proper modeling technique, it becomes possible to numerically calculate the residual
capacity of the cement sheath, accounting for thermal and pressure loads throughout the well's lifespan. In this
research, a new modeling approach is proposed for the evolution of shrinkage based on cement slurry cured under
temperature 60 °C and pressure of 1.0 kpsi. The development of the cement was analyzed using ultrasonic pulse
velocity and volumetric shrinkage tests over a period of 90 hours. The newly developed shrinkage evolution model
is compared to the traditional linear adjustment method, considering the degree of hydration.

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Publicado

2024-04-26

Edição

Seção

M8 Numerical modeling of concrete structures

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