Analysis of key parameters influencing the permeability of cement sheath based on multiphysical fields

L Luo Wei W Weidong Zhang (Department of Materials Science and Engineering) K Kewei Xu J Jingwei Yang Y Yangyang Liu (State Key Laboratory for Mechanical Behavior of Materials, School of Instrument Science and Technology) W Wei Xiao (Center for Plant Molecular Biology, University of Tübingen) M Mingji Wei L Liqin Qian C Chengyu Xia

Abstract

This paper develops a finite element analysis model to investigate the seepage characteristics of cement sheaths, considering the flow properties of their porous medium. The model’s applicability under various conditions was evaluated through grid sensitivity tests and model validation, indicating that it effectively captures the seepage behavior of cement sheaths with a reasonable degree of reliability. Key parameters, including cement sheath length, permeability, gap structure, pressure differential, and fluid properties, were analyzed using finite element methods to determine their impact on seepage flow. The findings reveal that crack width, permeability, and cement sheath length significantly influence seepage flow in both liquid and gas media. These insights enhance the understanding and prediction of cement sheath seepage characteristics under diverse conditions.

Article Details

Journal PLoS ONE
Volume / Issue Vol. 20, Issue 1
Published January 16, 2025
Pages e0315934
ISSN 1932-6203
Publisher Public Library of Science

Journal Info

PLoS ONE

Public Library of Science

ISSN: 1932-6203 Open Access Health Sciences

Authors (9)

L

Luo Wei

W

Weidong Zhang

Department of Materials Science and Engineering

K

Kewei Xu

J

Jingwei Yang

Y

Yangyang Liu

State Key Laboratory for Mechanical Behavior of Materials, School of Instrument Science and Technology

W

Wei Xiao

Center for Plant Molecular Biology, University of Tübingen

M

Mingji Wei

L

Liqin Qian

C

Chengyu Xia