SYMPOSIA PAPER Published: 01 January 1952
STP48294S

Settlement of a Railroad Embankment Crossing the Morganza Floodway, Louisiana

Source

Predicted and actual settlements are compared for a large earth embankment resting on a compressible clay foundation. Soil conditions in the foundation are discussed and results of consolidation tests on undisturbed specimens of foundation soil are presented. The settlement analyses and comparisons indicate that computed settlements appear to be reasonable based on actual observed settlements. However, the rate of settlement in the prototype is somewhat faster than that predicted by theoretical time-rate studies.

Author Information

Shockley, W., G.
Waterways Experiment Station, CE, Vicksburg, Miss.
Mansur, C., I.
Waterways Experiment Station, Corps of Engineers, Vicksburg, Miss.
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Details
Developed by Committee: D18
Pages: 34–42
DOI: 10.1520/STP48294S
ISBN-EB: 978-0-8031-6797-1
ISBN-13: 978-0-8031-6514-4