nova276
Civil/Environmental
- Jul 7, 2004
- 4
I'm trying to validate the use of an allowable unit shearing strength (C) of 0.125 of the compressive strength of a particular concrete. This is about 300 psi for the concrete being used. This C value is being used to do a stability analysis for a dam. Does anyone know about any references that might be able to help me validate this cohesion value?