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Publications tagged with [stress path]

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<p>The shear strength of heavily overconsolidated, stiff-to-hard plastic clays is crucial to their stability and also influential on the ground movements they develop in many geotechnical engineering applications. This paper considers the shear strength anisotropy ...
Reference: Brosse, A. M. et al. Géotechnique [http://dx.doi.org/10.1680/jgeot.15.P.227]
Computer methods are in the forefront of the procedures for analysis and design for geotechnical problems. Constitutive models that characterize the behavior of geologic materials and interfaces / joints play a vital role in the solutions obtained by using ...
Reference: ACTA GEOTECHNICA SLOVENICA, 2010/1
Stress-strain curves for brittle rocks show three characteristic stress levels: crack initiation, long-term strength, and peak strength. Damage-controlled testing at low confining stresses has shown that the long-term and peak strengths are sensitive to the ...
Reference: Canadian Geotechnical Journal, Vol. 34, 1997