Year: 2018
Type: dissertation
Abstract: Soil reinforcement is widely used in many geo-structures that induce complex anisotropic conditions, i.e. principal stresses with different directions α, different intermediate principal stress parameters b and/or cyclic rotation of the principal stress direction. The Results of this thesis improve the understanding of anisotropic three-dimensional stress states, σ1 ≠ σ2 ≠ σ3, on the characterization of reinforced sand so that solid designs and analyses of reinforced geostructures can be achieved.
Source: eSpace (Curtin University)
Author: Alaa H. J. Al-Rkaby
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: green
OpenAlex ID: W3157621082