Shear Strength and Pore Pressure Response of Coal Ash Under Undrained Shearing at Isotropic and K0 Consolidation
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-1737-8_7
Reference8 articles.
1. Donaghe RT, Townsend FC (1978) Effects of anisotropic versus isotropic consolidation in consolidated-undrained triaxial compression tests of cohesive soils. Geotech Test J 1(4):173–189
2. Kantesaria N, Sachan A (2020) Small strain shear modulus and yielding characteristics of compacted high plasticity clay. Géotechnique 1–53
3. Ladd CC (1965) Stress-strain behaviour of anisotropically consolidated clay during undrained shear. In: Proceeding of 6th International Conference on soil mechanics and foundation engineering, montreal, vol 1, pp 282–290
4. Mayne PW (1985) Stress anisotropy effects on clay strength. J Geotech Eng 111(3):356–366
5. Rowshanzamir MA, Askari AM (2010) An investigation on the strength anisotropy of compacted clays. Appl Clay Sci 50(4):520–524
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