On the Eastern side of the Dhoho Kediri airport platform, a high slope must be constructed due to the limitation of the acquired land for the project. The highest part reaches 26 meters high. To answer this challenge, we use MSEW retaining wall. MSEW retaining wall is a composite structure consisting of alternating layers of compacted backfill and geosynthetic grids as soil reinforcement elements.
The stability of the wall system is derived from the interaction between the backfill and soil reinforcements, involving friction and tension. The MSEW must be designed for static and seismic conditions.