A Model for Pore Pressure Response of a Claystone due to Liberated Residual Stress Dilation

Author:

Corkum A. G.ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. Amann F, Martin C, Wild K (2015) The role of capillary suction and dilatancy on the interpretation of the confined strength of clay shales. In: International Society for Rock Mechanics, vol 2015 May, pp 1–10

2. Bahrani N, Valley B, Kaiser P (2015) Numerical simulation of drilling-induced core damage and its influence on mechanical properties of rocks under unconfined condition. Int J Rock Mech Min Sci 80:40–50

3. Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155–164

4. Bjerrum L (1967) Progressive failure in slopes of overconsolidated plastic clay and clay shales: Third Terzaghi Lecture. J Soil Mech Found Div ASCE 93(SM5):1–49

5. Bock H (2000) RA experiment: data report on rock mechanics—Mont Terri project. Tech. Rep. Nagra, Internal Report TN00-02, Q+S Consult, Germany

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