toppling failure
toppling failure
(OP)
I performed stereographic projection, but poles distribute in the toppling envelope. Hence, I must execute limit equilibrium analysis
How do I?
How do I?
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RE: toppling failure
My questions are:
The rock joints data is determined by geoloigcal mapping on site or insitu field test such as impression packer test and televiewer?
The rock feature is a new formation slope or existing one? For an exsiting rock slope, the designer should rely more on field mapping and less on the stereoplots!