Abstract
Understanding the behavior of hydro-mechanical processes is a challenging task, and groundwater plays an important role in these. We separate the effect of groundwater into two main parts: the pore pressure and the seepage force. Our interest is in the latter part, where we develop a model that incorporates analytically seepage forces in a linear elastic model. This is work in progress; we present our latest developments, focusing on both the theoretical framework and application.The approach is a further development of the Analytic Element Method, which, was recently extended to linear elasticity. We link a groundwater analytic element to a linearly elastic one, including the seepage forces directly in the equation of the linear elastic model. We initially limit the model to one-way coupling and exclude the effect of stresses and strains on the hydraulic conductivity.We present an application where we isolate the impact of the seepage force on the mechanical model focusing on situations where we expect a large pressure gradient.
Published Version
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have