Mechanical properties of North Sea Tertiary mudrocks; investigations by triaxial testing of side-wall cores

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doi: 10.1180/000985598545354
Authors:Wensaas, L.; Aagaard, P.; Berre, T.; Roaldset, E.
Author Affiliations:Primary:
University of Oslo, Department of Geology, Oslo, Norway
Other:
Norwegian University of Science and Technology, Norway
Volume Title:Clay minerals in the modern society
Volume Authors:Bain, D. C., editor
Source:Clay Minerals, 33(1), p.171-183; Rosenqvist symposium, University of Oslo, Norway, May 21, 1996, edited by D. C. Bain. Publisher: Mineralogical Society, London, United Kingdom. ISSN: 0009-8558
Publication Date:1998
Note:In English. 32 refs.; illus., incl. 1 table, sketch map
Summary:In the North Sea Tertiary section, wellbore instability problems are frequently reported in Palaeocene-Early Oligocene smectite-rich mudrocks. Analysis of the mechanical properties of these Tertiary mudrocks is generally hampered by the lack of suitable core material. This study represents an attempt to study the geomechanical behaviour of mudrocks by triaxial tests of side-wall cores obtained from the borehole wall. The tests performed include measuring the changes in pore pressure during shearing and undrained shear strength in specimens initially consolidated to in situ effective stress levels. The coefficients of permeability (kf), estimated from the consolidation time behaviour range from 2.6 × 10-11 to 2.4 × 10-12 m/s. The tested cores behaved like slightly overconsolidated to normally consolidated materials with an initial near constant volume (elastic behaviour) for low deviatoric load followed by an increasingly contractant behaviour approaching failure. Compared with results from onshore analogues, the strength properties of the investigated mudrocks appear to be related to their content of expandable clay minerals. A wellbore stability chart to forecast adequate drilling fluid pressures for future wells has been developed by the use of linear (Mohr-Coulomb) failure criteria based on the peak strength data. It is demonstrated that side-wall cores can provide satisfactory test materials for rock mechanical analysis, and their use may serve to improve our knowledge of the rock mechanical behaviour of typically troublesome mudrocks for which no conventional cores are available.
Sections:Clay minerals
Subsections:Petrology; weathering; soils
Subjects:Cenozoic; Clastic rocks; Consolidation; Cores; Failures; In situ; Mechanical properties; Mudstone; Pore pressure; Rock mechanics; Sedimentary rocks; Shear strength; Tertiary; Triaxial tests; Atlantic Ocean; North Atlantic; North Sea; Viking Graben
Coordinates:N591500 N593000 E0022000 E0020000
Abstract Numbers:98M/3470
Record ID:1998075277
Copyright Information:GeoRef, Copyright 2019 American Geosciences Institute. Abstract, Copyright, Mineralogical Society of Great Britain and Ireland
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