Retaining walls are structures designed to support soil at different elevations on either side. They are essential for creating level platforms, supporting excavations, and stabilizing slopes in constrained sites.
Common types include:
The design of retaining walls depends on accurate estimation of lateral earth pressures.
Assumes a smooth vertical wall and a horizontal backfill. Active and passive earth pressure coefficients are:
\[K_a = \tan^2\left(45^\circ - \frac{\phi'}{2}\right)\] \[K_p = \tan^2\left(45^\circ + \frac{\phi'}{2}\right)\]Accounts for wall friction and sloping backfill. It is more general than Rankine’s theory but still assumes a planar failure surface.
When the wall does not move, the at-rest coefficient $K_0$ is used:
\[K_0 = 1 - \sin\phi' \quad \text{(for normally consolidated soils)}\]A complete retaining wall design must check:
Under earthquake loading, additional dynamic earth pressures develop. The Mononobe-Okabe method is a widely used pseudostatic approach for estimating seismic active and passive pressures.
MSE walls and soil nail walls have become highly popular due to their economy, flexibility, and relatively rapid construction. They also perform well under seismic loading when properly designed.
Successful retaining wall design requires a clear understanding of earth pressure theory, careful attention to drainage and backfill placement, and thorough stability checks. In the next article, we will discuss geotechnical site investigation methods that provide the data needed for all of these analyses.