2009
DOI: 10.1016/j.petrol.2009.06.021
|View full text |Cite
|
Sign up to set email alerts
|

Three-dimensional analysis of boreholes considering spatial variability of properties and poroelastoplasticity

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

0
6
0

Year Published

2011
2011
2023
2023

Publication Types

Select...
7
1

Relationship

1
7

Authors

Journals

citations
Cited by 11 publications
(6 citation statements)
references
References 32 publications
0
6
0
Order By: Relevance
“…The constitutive model chosen to represent the elastic-plastic behavior of the material was the Bogdanova-Bontcheva-Lippmann constitutive model, which was specifically developed to represent the behavior of granular materials. The basis for the development of this work was a finite element program previously developed by the authors [29,30], one which allows analysis of poroelastoplasticity problems. Numerical procedures were therefore implemented in that computer program in order to simulate the erosion processes associated with the sand/solids production.…”
Section: Introductionmentioning
confidence: 99%
“…The constitutive model chosen to represent the elastic-plastic behavior of the material was the Bogdanova-Bontcheva-Lippmann constitutive model, which was specifically developed to represent the behavior of granular materials. The basis for the development of this work was a finite element program previously developed by the authors [29,30], one which allows analysis of poroelastoplasticity problems. Numerical procedures were therefore implemented in that computer program in order to simulate the erosion processes associated with the sand/solids production.…”
Section: Introductionmentioning
confidence: 99%
“…On the other hand, soft rocks may have experienced plastic deformation before fracturing caused by high mud pressure, which is not considered in the traditional elastic model. Thus, in recent years, various elastoplastic models have been proposed and employed for analyzing the stresses and deformations around the wellbore [10,[12][13][14][15][16], and borehole stability is realized by restricting either the area of the plastic region [14] or the borehole closure [10] to be less than some designated values derived from field experiences.…”
Section: Introductionmentioning
confidence: 99%
“…A reliability analysis was carried out limited to a pressure range, where lower limit, compressive failure, is based on a user defined plastic region, while the upper limit is based on the rock tensile failure stress. This study was later analyzed for three-dimensional scenarios [16].…”
Section: Introductionmentioning
confidence: 99%