Type of Document Dissertation Author Suarez Zambrano, Nestor Ricardo Author's Email Address email@example.com URN etd-09212012-220649 Title Micromechanical Aspects of Aging in Granular Soils Degree PhD Department Civil Engineering Advisory Committee
Advisor Name Title Brandon, Thomas L. Committee Chair Mitchell, James K. Committee Co-Chair Filz, George M. Committee Member Green, Russell A. Committee Member Keywords
- acoustic emissions
- computed tomography
- discrete element method
- rate process theory
Date of Defense 2012-09-03 Availability unrestricted AbstractGranular soils exhibit a generally beneficial change in engineering properties with time after deposition or densification, during a process commonly known as aging. Soil properties reported to change during aging include the small strain modulus and stiffness, penetration resistance, liquefaction resistance, and pile setup. Different hypotheses have been proposed to explain the occurrence of aging in granular soils, including cementation induced by dissolution of silica and precipitation at the particle contacts, cementation due to microbiological activity, internal stress redistribution caused by particle crushing, and buckling of the load chains due to particle slippage. New evidence points out that internal and time-dependent changes in the soil structure caused by particle slippage and rearrangement as the source of the time-dependent variations in soil properties.
This investigation is focused on the study of aging at the particle scale to determine its main driving mechanism and define the factors which affect it. Results from an extensive laboratory testing program and computer simulations based on the discrete element method provide insight into the causes of aging and its effects on the macroscopic properties of sands based on the analysis of the interaction between sand grains.
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