Abstract: The application of bending theory based methods and strut-and-tie models for the design of pile caps to resist shear is still a subject of debate, with the latest Eurocodes permitting both methods but not giving much ...

Abstract: Reinforced concrete four-pile caps under wall loading occur in heavily loaded foundations in bridge construction. The failure mode of shear across the full width of the cap may occur in these deep structural elements. A ...

Abstract: Integral bridges can significantly reduce maintenance and repair costs compared with conventional bridges. However, uncertainties have arisen in the design as the soil experiences temperature-induced cyclic loading behind ...

Abstract: The soil adjacent to integral bridge abutments experiences daily and annual temperature-induced cyclic loading owing to expansion and contraction of the bridge deck. This causes a particular soil response and complicated ...