Modeling Wellbore Erosion Using Standard and Cut-Mesh Approaches in Material Point Method

Author:

Given Joel12314,Kularathna Shyamini12314,Tjung Ezra Y. S.12314,Chandra Bodhinanda12314,Soga Kenichi12314,Wang Haotian12314,Morgan Stephen P.12314,Meier Holger A.12314,Garzon Jorge L.12314

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.

2. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.

3. Engineer, Exponent, Inc., Oakland, CA; Lecturer, Calvin Institute of Technology, Jakarta, Indonesia.

4. Chancellor’s Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.

Publisher

American Society of Civil Engineers

Reference12 articles.

1. A material point method for simulation of viscoelastic flows;Gordon P. A.;Comp. Particle Mechanics,2019

2. Kumar, K., Salmond, J., Kularathna, S., Wilkes, C., Tjung, E., Biscontin, G., and Soga, K. (2019). “Scalable and modular material point method for large-scale simulations.” In Proc., 2nd International Conference on the Material Point Method for Modeling Soil-Water-Structure Interaction. 262–267.

3. Realistic sand-production prediction: numerical approach;Morita N.;SPE Production Engineering,1989

4. A comparison of two sanding criteria in physical and numerical modeling of sand production;Nouri A.;J. of Petroleum Science and Engineering,2005

5. Borehole failure analysis in a sandstone under anisotropic stresses;Papamichos E.;Int. J. for Numerical and Analytical Methods in Geomechanics,2010

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