Euripides Papamichos
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Euripides Papamichos has a total of 27 co-authors. Here are the top co-authors by number of shared publications:
- David Hart
Wisconsin Geological and Natural History Survey University of Wisconsin–Madison Madison Wisconsin USA
2 shared publications - Emmanuel Detournay
University of Minnesota
2 shared publications - Florian Amann
Department of Engineering Geology, RWTH Aachen University, Aachen, Germany
2 shared publications J. Stenebråten
SINTEF Industry, Trondheim, Norway
2 shared publications- Jean Sulem
Laboratoire Navier, Ecole Nationale des Ponts et Chaussées, 6-8 avenue Blaise Pascal, 77420 Champs-sur-Marne, France
2 shared publications - Joel Sarout
Australian Resources Research Centre, Commonwealth Scientific and Industrial Research Organisation (CSIRO), Perth, Australia
2 shared publications
Latest Publications
- Open Access
- 27 February 2026
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 59 (4) , 5485
Correction: ISRM Suggested Method for Achieving Full Water Saturation of Rock
- 27 February 2026
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 59 (4) , 5485
Open AccessCorrection: ISRM Suggested Method for Achieving Full Water Saturation of Rock
- Open Access
- 11 November 2025
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 59 (4) , 5475-5484
ISRM Suggested Method for Achieving Full Water Saturation of Rock
- 11 November 2025
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 59 (4) , 5475-5484
Open AccessISRM Suggested Method for Achieving Full Water Saturation of Rock
- Open Access
- 14 August 2023
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 56 (10) , 6959-6982
Productivity Decline Mechanisms in Gravel Packed Perforations
In a cased hole gravel pack completion, perforations are packed with proppant to both mechanically support the perforation cavity, and to filter any produced sand before it reaches the surface. Poor perforation packing sometimes occurs in which the perforation is partially or completely unsupported, leading to earlier productivity reduction than in cases of good packing. We investigated productivity reduction and the associated mechanisms in a series of hollow cylinder experiments on outcrop and field cores with varying proppant packing. Packed perforations maintained significantly higher productivity than unsupported perforations by preventing macroscopic shear failure around the cavity and erosion due to sand production. Partial packing may in some instances maintain productivity almost as well as complete packing, but this likely depends on perforation orientation. Compaction tests and numerical simulations suggest that compaction failure is unlikely at the cavity wall in the current experiments, and that proppant-formation interface damage or proppant filtering of produced sand are more probable explanations for the productivity reduction seen in packed perforations.
- 14 August 2023
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 56 (10) , 6959-6982
Open AccessProductivity Decline Mechanisms in Gravel Packed Perforations
In a cased hole gravel pack completion, perforations are packed with proppant to both mechanically support the perforation cavity, and to filter any produced sand before it reaches the surface. Poor perforation packing sometimes occurs in which the perforation is partially or completely unsupported, leading to earlier productivity reduction than in cases of good packing. We investigated productivity reduction and the associated mechanisms in a series of hollow cylinder experiments on outcrop and field cores with varying proppant packing. Packed perforations maintained significantly higher productivity than unsupported perforations by preventing macroscopic shear failure around the cavity and erosion due to sand production. Partial packing may in some instances maintain productivity almost as well as complete packing, but this likely depends on perforation orientation. Compaction tests and numerical simulations suggest that compaction failure is unlikely at the cavity wall in the current experiments, and that proppant-formation interface damage or proppant filtering of produced sand are more probable explanations for the productivity reduction seen in packed perforations.
- Open Access
- 10 August 2021
- Published by Springer Nature in Transport in Porous Media
- Vol. 139 (2) , 223-245
Analytical Solutions of Carbonate Acidizing in Radial Flow
The flow of reactive fluids into porous media, a phenomenon known as reactive infiltration, is important in natural and engineered systems. While most of the studies in this area cover theoretical and experimental analyses in linear acid flow, the present work concentrates on radial flow conditions from a wellbore in the field and on finding exact analytical solutions to moving boundary problems of the uniform dissolution front. Closed-form solutions are obtained for the transient convection–diffusion which allow the demarcation of the range of applicability of the quasi-static limit. The fluid velocity dependency of the diffusion–dispersion coefficient is also examined by comparing results from analytical solutions from constant and velocity-dependent coefficients. These contributions form the basis for linear stability analyses to describe acid fingering encountered in reservoir stimulation.
- 10 August 2021
- Published by Springer Nature in Transport in Porous Media
- Vol. 139 (2) , 223-245
Open AccessAnalytical Solutions of Carbonate Acidizing in Radial Flow
The flow of reactive fluids into porous media, a phenomenon known as reactive infiltration, is important in natural and engineered systems. While most of the studies in this area cover theoretical and experimental analyses in linear acid flow, the present work concentrates on radial flow conditions from a wellbore in the field and on finding exact analytical solutions to moving boundary problems of the uniform dissolution front. Closed-form solutions are obtained for the transient convection–diffusion which allow the demarcation of the range of applicability of the quasi-static limit. The fluid velocity dependency of the diffusion–dispersion coefficient is also examined by comparing results from analytical solutions from constant and velocity-dependent coefficients. These contributions form the basis for linear stability analyses to describe acid fingering encountered in reservoir stimulation.
- 22 April 2017
- Published by Springer Nature
- p. 307-312
Borehole Strengthening in Gas Wells from Near Borehole Drying
- 22 April 2017
- Published by Springer Nature
- p. 307-312
Borehole Strengthening in Gas Wells from Near Borehole Drying
- 30 December 2014
- Published by Springer Nature in Springer Series in Geomechanics and Geoengineering
- p. 75-81
Stability and Bifurcation in Reinforced Boreholes
- 30 December 2014
- Published by Springer Nature in Springer Series in Geomechanics and Geoengineering
- p. 75-81
Stability and Bifurcation in Reinforced Boreholes
- 12 June 2012
- Published by Society of Petroleum Engineers (SPE)
Sand Prediction by Different Criteria and a Validation by a Perforated Test in a Sandstone
Sand production in a perforated sample is determined by the onset of a significant discrepancy between strains in two orthogonal directions. The onset is also analyzed by three different sanding models, i.e., shear failure, cohesive tensile failure, and the effective plastic strain (EPS) models, respectively. Comparing these results, we conclude that the results with the shear failure criterion provide the most conservative prediction, and the EPS can provide the closest results to the testing one, given adequate plastic yielding and sanding parameters. Comparing with the cylindrical cases (open hole), both the plastic radius and critical strains calculated for the perforated cavity (cased hole) cases are calculated. A critical equivalent plastic displacement (EPD) is proposed as only one additional parameter is required on top of those from a typical elastoplastic model and such a criterion allows us to determine the sanding onset directly, those using stress, strength or strain whereas can only be indicated or interpreted indirectly, yet difficult to measure in practices.
- 12 June 2012
- Published by Society of Petroleum Engineers (SPE)
Sand Prediction by Different Criteria and a Validation by a Perforated Test in a Sandstone
Sand production in a perforated sample is determined by the onset of a significant discrepancy between strains in two orthogonal directions. The onset is also analyzed by three different sanding models, i.e., shear failure, cohesive tensile failure, and the effective plastic strain (EPS) models, respectively. Comparing these results, we conclude that the results with the shear failure criterion provide the most conservative prediction, and the EPS can provide the closest results to the testing one, given adequate plastic yielding and sanding parameters. Comparing with the cylindrical cases (open hole), both the plastic radius and critical strains calculated for the perforated cavity (cased hole) cases are calculated. A critical equivalent plastic displacement (EPD) is proposed as only one additional parameter is required on top of those from a typical elastoplastic model and such a criterion allows us to determine the sanding onset directly, those using stress, strength or strain whereas can only be indicated or interpreted indirectly, yet difficult to measure in practices.
- 2 January 2011
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 36 (2) , 203-218
Rock nail reinforcement of a free surface
- 2 January 2011
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 36 (2) , 203-218
Rock nail reinforcement of a free surface
- 1 September 2010
- Published by Taylor & Francis in European Journal of Environmental and Civil Engineering
- Vol. 14 (8-9) , 1129-1154
Erosion and multiphase flow in porous media
Experimental results from sand production hollow cylinders tests are presented for cavity failure and sand production quantification. The effects of important parameters such as the sandstone class, stress rate, fluid flow rate, and time are presented and show how they influence sand production. A model for hydro-mechanical erosion of porous rocks is presented as it is applied to the sand production problem in hydrocarbon production. The model is based on a continuum theory for erosion, which regards the continuum as a three-phase medium and establishes a set of mass balance equations for the various phases. The solution requires an additional equation in the form of a constitutive or evolution law for the sand rate. Erosion is coupled with the mechanical behavior of a sand-producing cavity, and leads to enlargement of the erosion zone. Finally, multiphase flow and its effect on sand production is presented experimentally and theoretically by analyzing water invasion in the sand production test.
- 1 September 2010
- Published by Taylor & Francis in European Journal of Environmental and Civil Engineering
- Vol. 14 (8-9) , 1129-1154
Erosion and multiphase flow in porous media
Experimental results from sand production hollow cylinders tests are presented for cavity failure and sand production quantification. The effects of important parameters such as the sandstone class, stress rate, fluid flow rate, and time are presented and show how they influence sand production. A model for hydro-mechanical erosion of porous rocks is presented as it is applied to the sand production problem in hydrocarbon production. The model is based on a continuum theory for erosion, which regards the continuum as a three-phase medium and establishes a set of mass balance equations for the various phases. The solution requires an additional equation in the form of a constitutive or evolution law for the sand rate. Erosion is coupled with the mechanical behavior of a sand-producing cavity, and leads to enlargement of the erosion zone. Finally, multiphase flow and its effect on sand production is presented experimentally and theoretically by analyzing water invasion in the sand production test.