A new method for shale brittleness evaluation

Author:

Guo Jian-Chun,Zhao Zhi-Hong,He Song-Gen,Liang Hao,Liu Yu-Xuan

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Reference28 articles.

1. Altindag R (2003) Correlation of specific energy with rock brittleness concepts on rock cutting. J S Afr Inst Min Metall 103(3):163–171

2. Amann F, Thoeny R, Button EA (2011) Insight into the brittle failure behavior of clay shales in unconfined and confined compression. In: ARMA-11-536, 45th US rock mechanics/geomechanics symposium, San Francisco, California

3. Bernander S (1978) Brittle failures in normally consolidated soils, vol 8–9. Väg-& Vattenbyggaren, pp 49–52

4. Bishop AW (1967) Progressive failure with special reference to the mechanism causing it. In: Proceedings of the geotechnical Conference, vol 2. Oslo, pp 142–150

5. Bourne SJ (2003) Contrast of elastic properties between rock layers as a mechanism for the initiation and orientation of tensile failure under uniform remote compression. J Geophys Res: Solid Earth 108(B8):2395

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