From: Study on the influencing factors and evolution of loess bank collapse with physical modelling
Cohesion c/kPa | Compressing strength σt/kPa | Tensile strength σc/kPa | Above water slope height H/m | Depth of fractureZ0/m | Weight γ/kN·m−3 |
---|---|---|---|---|---|
6.41 | 23.88 | 2.50 | 0.09 | 0.05 | 19.14 |