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This document contains test results from an engineering laboratory in China for a soil sample taken as part of a construction project in Sri Lanka. The sample was taken from a subgrade at a depth of 280mm and tests conducted included sieve analysis, Atterberg limits, proctor compaction, and field dry density determination. The sieve analysis showed the soil contained 22% particles smaller than 0.075mm. Atterberg limits testing indicated the soil was non-plastic. The maximum dry density from proctor compacti

Author

Amila Sampath

Language

EN