Preloading for Heavy Industrial Installationsby Panaghiotis C. Kotzias,
Aris C. Stamatopoulos,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1969, Vol. 95, Issue 6, Pg. 1335-1356
Document Type: Journal Paper
Abstract: Heavy industrial installations for a cement plant were successfully founded on preloaded ground. Project site is covered with recent alluvial formations containing erratic deposits of compressible silts. Reinforced concrete structures were founded on a permanent compacted gravelly fill, 5 meters thick, after the fill had come to rest, Clinker storage with tunnel was founded directly on preloaded ground. Results are presented of borings and laboratory tests, driving records, time settlement curves for preloading, and performance of structures.
Subject Headings: Preloading | Reinforced concrete | Structure reinforcement | Fills | Cement | Industrial facilities | Alluvium | Compression
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