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Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit
Publisher: American Society of Civil Engineers
Abstract: A 5.35 m high test embankment was constructed on a soft foundation improved by geotextile-encased granular columns (GECs). The embankment construction was performed in four stages over 65 days, resulting in a total applied ...
Effects of Hydrated Lime and Zeolite on the Mechanical Behavior of Calcareous Sand Subjected to Wet–Dry Cycles
Publisher: American Society of Civil Engineers
Abstract: The low bearing capacity and high erosion potential of calcareous soils are major concerns in marine environments. Lime stabilization is one of the earliest and most widely used methods for improving the mechanical properties ...
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