Influence of Stress Ratio and Stress Path on Behavior of Loose Decomposed Granite
Autor: | Charles Wang Wai Ng, Chi Yin Cheuk, Li Min Zhang, W.T. Fung |
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Rok vydání: | 2004 |
Předmět: |
Stress path
Physics::Medical Physics Physics::Classical Physics Geotechnical Engineering and Engineering Geology Triaxial shear test Granular material Physics::Geophysics Stress (mechanics) Shear strength (soil) Rock mechanics Decomposed granite Geotechnical engineering Soil mechanics Geology General Environmental Science |
Zdroj: | Journal of Geotechnical and Geoenvironmental Engineering. 130:36-44 |
ISSN: | 1943-5606 1090-0241 |
DOI: | 10.1061/(asce)1090-0241(2004)130:1(36) |
Popis: | This paper presents results from four series of triaxial compression tests of loosely compacted decomposed granite (DG) or silty sand on both isotropically and anisotropically consolidated specimen... |
Databáze: | OpenAIRE |
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