A highway overpass is being constructed using an MSE wall with precast concrete facing panels and metallic strip reinforcements. A junior engineer asks how the thin, unconnected facing panels are able to hold back a $10\text{-meter}$ high mound of compacted earth without tipping over.

An engineer is designing two MSE walls for a project. Wall A supports a sensitive bridge abutment that cannot tolerate lateral deformation. Wall B supports a standard sloping embankment in a highly corrosive, coastal soil environment.

An MSE wall is designed with reinforcement lengths ($L$) equal to $50\%$ of the wall height ($H$). During construction, a heavy rainstorm occurs, and the entire MSE wall block slides horizontally forward along its base, translating several centimeters.

During the design phase of a $12\text{-meter}$ high MSE wall using geogrids, the engineer must check internal stability at the lowest layer of reinforcement (near the base of the wall).

A major subway station requires a $25\text{-meter}$ deep excavation in the middle of a congested city street. The street cannot be closed for the multi-year duration of the project. The engineer specifies a reinforced concrete diaphragm wall using "top-down" construction.

A $15\text{-meter}$ deep excavation using a diaphragm wall is located adjacent to a river. The soil profile consists of $20\text{ meters}$ of stiff clay overlying a highly permeable, pressurized sand aquifer.