Validation of Soil Models for Wellbore Stability in Ductile Formations Using Laboratory TWC Tests-Reference-Cited by-同舟云学术

Validation of Soil Models for Wellbore Stability in Ductile Formations Using Laboratory TWC Tests

Published:2017-02 Issue:2 Volume:143 Page:04016095
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Akl Sherif A. Y.¹,Whittle Andrew J.²

Affiliation:

1. Assistant Professor, Soil Mechanics and Foundations Research Laboratory, Cairo Univ., Giza 12613, Egypt (corresponding author).

2. Edmund K. Turner Professor, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001588

Reference22 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Waltham MA.

2. Abdulhadi N. O. (2009). “An experimental investigation into the stress-dependent mechanical behavior of cohesive soil with application to wellbore instability.” Ph.D. thesis Dept. of Civil and Environmental Engineering Massachusetts Institute of Technology Cambridge MA.

3. Experimental Study of Wellbore Instability in Clays

4. Stress-dependent behavior of saturated clay

5. Akl S. A. (2010). “Wellbore instability mechanisms in clays.” Ph.D. thesis Dept. of Civil and Environmental Engineering Massachusetts Institute of Technology Cambridge MA.

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