dtsk
Geotechnical
- Feb 12, 2017
- 18
Hi Guys,
How would you model boulders at slope toe placed for erosion protection in Slide software.
Can it be treated as a distributed load or should it be modeled as a material type? The boulders are sized at between 0.5m and 1.0m, about two to three layers thick at the slope toe.
How would you model boulders at slope toe placed for erosion protection in Slide software.
Can it be treated as a distributed load or should it be modeled as a material type? The boulders are sized at between 0.5m and 1.0m, about two to three layers thick at the slope toe.