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- W642797168 abstract "This report describes the test evaluations and modifications to develop a quick, approximately one hour, inexpensive test to estimate the affect of ground water softening and deterioration on shale embankment. The tests evaluated were Jar Slake, Franklin Slake, Static Compaction, Aggregate Impact and Modified AASHTO T-180. The AASHTO T-180 equipment was modified in several ways for comparison to English Aggregate Impact Test. The best correlation was with the AASHTO T-180 modified to an 11 inch drop and 15 blows on a 13.65 square inch volume sample. A dried shale sample for compaction is broken to pass the 1/2 inch sieve and be retained on the 3/8 inch sieve. Subsequent to compaction, the sample is screened over the #8 sieve. The result is the percentage lost. This test did provide a modest test distribution. To enhance the distribution the test was conducted in the all wet mode to simulate ground water softening. The final selected test has shale soaked in water for one hour prior to compaction by the modified AASHTO equipment. After compaction, the sample is set screened over the #8 sieve. All weighing is done on wet samples. The affect of ground water deterioration is estimated by the percentage of lost material." @default.
- W642797168 created "2016-06-24" @default.
- W642797168 creator A5038846885 @default.
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- W642797168 date "1987-07-01" @default.
- W642797168 modified "2023-09-27" @default.
- W642797168 title "RAPID FIELD TEST FOR DETERMINATION OF ACCEPTABLE LIFT THICKNESS OF SHALE DURING EMBANKMENT CONSTRUCTION. FINAL REPORT" @default.
- W642797168 hasPublicationYear "1987" @default.
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