Abstract: The current study derives a closed-form analytical solution of buried pipeline subjected to underground blast load. The solution is derived considering Euler Bernoulli’s beam resting on viscoelastic foundation. In viscoelastic ...

Abstract: For buried pipelines, it is not always possible to avoid active zones where there is a possibility of ground deformation either due to earthquake or topographical reasons, and hence it is necessary to understand the impact ...

Abstract: The present study focuses on the stability assessment of pile foundations for an elevated viaduct in the context of the Indore Metro Rail Project in India. The research addresses deviations observed during construction, ...