Mechanical integrity of cement sheath barriers in deepwater wells under earthquake-induced fault slip: A three-dimensional finite-element study for offshore geohazard conditions

• A 3D contact FE model links earthquake magnitude to formation slip. • Fault slip localizes tensile and shear damage near the slip plane. • Mohr-Coulomb and contact criteria quantify cement-sheath barrier risk. • Cement modulus, Poisson's ratio, dip angle and Mw govern stress buildup. • Flexible cement systems support anti-shear design for deepwater wells.

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Publication Details

Journal
Ocean Engineering
Published
2026-05-27
DOI
https://doi.org/10.1016/j.oceaneng.2026.126251
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
0.00

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article

Mechanical integrity of cement sheath barriers in deepwater wells under earthquake-induced fault slip: A three-dimensional finite-element study for offshore geohazard conditions

田传英, Kai Bai, Kaide Zhao, Hu Meng et al.
Ocean Engineering
Geotechnical Engineering and Underground Structures
article

Mechanical integrity of cement sheath barriers in deepwater wells under earthquake-induced fault slip: A three-dimensional finite-element study for offshore geohazard conditions

田传英, Kai Bai, Kaide Zhao, Hu Meng, Jiang Wu, Shuangjin Zheng
article en

Abstract

• A 3D contact FE model links earthquake magnitude to formation slip. • Fault slip localizes tensile and shear damage near the slip plane. • Mohr-Coulomb and contact criteria quantify cement-sheath barrier risk. • Cement modulus, Poisson's ratio, dip angle and Mw govern stress buildup. • Flexible cement systems support anti-shear design for deepwater wells.

Ocean EngineeringVol. 362
Yangtze University (CN), Zhanjiang Experimental Station (CN), Nano Carbon (Poland) (PL)
National Natural Science Foundation of China
Openalex Percentile: Top 10%
Geotechnical Engineering and Underground Structures
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