Results of experimental investigations of comparative behavior of cement-treated silty clay and cement-treated buck-shot clay under repeated compressive stresses, behavior of cement-treated silty clay in repeated flexure, and effects of repeated load duration and frequency in both compression and flexure; analyses are presented relative to adequacy of stabilized layers to withstand flexural stresses imposed by design trucks and aircraft; fatigue failure probabilities are examined and method for assessing probable effects on performance of variations in stabilized soil quality is described.
Behavior of stabilized soils under repeated loading
U S Waterways Experiment Station -- Contract Report
1966
122 pages
Report
English
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