A Fully Analytical Solution of the Wellbore Stability Problem under Undrained Conditions Using a Linearised Cam-Clay Model Solution analytique au problème de stabilité de puits en conditions non drainées utilisant un modèle de Cam-Clay linéarisé
This paper presents a linearised version of the Cam-Clay model fully integrated in the scope of the general theory of poroplasticity. The constitutive law which is developed in the scope of the effective plastic stress concept, only contains two plastic parameters (hardening modulus and slope of the...
Main Authors: | Charlez P. A., Roatesi S. |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2006-12-01
|
Series: | Oil & Gas Science and Technology |
Online Access: | http://dx.doi.org/10.2516/ogst:1999047 |
Similar Items
-
Graded linearisations
by: Kirwan, FC, et al.
Published: (2018) -
Higher-order linearisability
by: Murawski, AS, et al.
Published: (2019) -
Undrained Elastoplastic Solution for Cylindrical Cavity Expansion in Structured Cam Clay Soil Considering the Destructuration Effects
by: Zhanghui Zhai, et al.
Published: (2022-01-01) -
The linearisation of maps in data assimilation
by: Timothy J. Payne
Published: (2013-04-01) -
Proving correctness of highly−concurrent linearisable objects
by: Vafeiadis, V, et al.
Published: (2006)