The computation of stress in plastic equilibrium is based on                      

Related MCQs

• The plastic state of stress was proposed by
• In active stress, the major principal stress σ1 acting on the wall will be in                       plane.
• The coefficient of earth pressure when the soil is at equilibrium is                        
• The maximum stress sustained by concrete pavements in kg/cm2 is                      
• The theory of plasticity pertaining to soils is based on                        
•                                  involves the preparation of tenders based on a typical or notional bill of quantities or schedule of works.