Kansas Geological Survey, Current Research in Earth Sciences, Bulletin 244,
part 3
The Relationship Between Geology and Landslide Hazards of Atchison, Kansas, and Vicinity--Table 4
Table 4. Gradation for 44 samples of shale and unconsolidated units.
ASTM gradation | |||||
---|---|---|---|---|---|
Rock unit | Gravel | Sand | Silt | Clay | Number of samples |
alluvium | 0 | ||||
landslides | 0.4-12.6 | 2.2-8.0 | 32.4-56.0 | 29.0-65.0 | 5 |
loess | 0 | 0.3-10.0 | 59.6-79.0 | 11.0-39.8 | 6 |
"Nortonville clay" | 0 | 1.5-4.5 | 45.0-49.0 | 49.5-50.0 | 2 |
glacial drift | 0-6.5 | 28.5-55.4 | 17.5-36.7 | 24.0-35.4 | 5 |
Atchison formation | 0 | ||||
Topeka Limestone | 0 | ||||
Calhoun Shale | 0 | 6.0 | 38.0 | 56.0 | 1 |
Deer Creek Limestone | 0 | 5.0-8.0 | 38.0-59.0 | 33.0-57.0 | 4 |
Tecumseh Shale | 0 | 7.5 | 59.0 | 33.5 | 1 |
Lecompton Limestone | 0 | ||||
Kanwaka Shale | 0-7.8 | 0.1-18.2 | 12.8-60.9 | 32.5-87.0 | 12 |
Oread Limestone | 0 | ||||
Lawrence Formation | 0-4.0 | 1.0-8.0 | 29.8-58.5 | 39.5-68.0 | 8 |