Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces
Clay consolidation has generally been considered from a macro-scale perspective by measuring the macro-scale compression of a clay soil over time. Clay particles in consolidation tests experience shear and normal forces at the inter-particle level due to force applied to the soil at the macro-scale....
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| Format: | Others |
| Language: | en_US |
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Virginia Tech
2017
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| Online Access: | http://hdl.handle.net/10919/77350 http://scholar.lib.vt.edu/theses/available/etd-04072011-151229/ |