Extensive data of undrained shear strength for various remolded soils are compiled to normalize the remolded undrained strength. Remolded soils have a wide spec
For higher accuracy in simulating the transformation of three dimensional waves,in consid-eration of the advantages of constant panels and linear elements,a com
A study on fatigue behavior of unbonded partially prestressed concrete beams is presented.Model tests have been carried out in static loading and cyclic compres