In current Hong Kong design practice, when analysing the required stabilisation forces for a slope with safety margin do
Posted: Wed Mar 30, 2022 9:08 am
In current Hong Kong design practice, when analysing the
required stabilisation forces for a slope with safety margin does
not satisfy the standard (e.g. FoS < 1.4 for a category 1
slope), the point loads are usually applied at the slope surface.
What would be the difference if the point loads are applied at the
critical slip surface? Please explain with details.
required stabilisation forces for a slope with safety margin does
not satisfy the standard (e.g. FoS < 1.4 for a category 1
slope), the point loads are usually applied at the slope surface.
What would be the difference if the point loads are applied at the
critical slip surface? Please explain with details.