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The cohesion c and the internal friction angle φ (hereinafter referred to as the c-φ parameters) are the basic parameters that characterise rock strength. This paper proposes a method that… Click to show full abstract
The cohesion c and the internal friction angle φ (hereinafter referred to as the c-φ parameters) are the basic parameters that characterise rock strength. This paper proposes a method that makes us...
Keywords:
theory core;
slip line;
line theory;
application slip;
core drilling;
rock
Journal Title: European Journal of Environmental and Civil Engineering
Year Published: 2020
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Journal Title: European Journal of Environmental and Civil Engineering
Year Published: 2020
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!