From: Performance and working mechanism of tension–compression composite anchorage system for earthen heritage sites
Test sample
Natural moisture content (%)
Dry density (g cm−3)
Liquid limit (%)
Plastic limit (%)
Powder content (%)
Clay content (%)
Gradation
Category
Site soil
0.56
1.56
30.75
18.15
56.33
15.12
Poor
Silty clay