Stability Analysis of Retaining Wall using GEO5 in Kuranchery

Last case model of retaining wall is made stable by point bearing piles and horizontal , vertical displacement of cantilever retaining wall is reduced by

A cantilever retaining wall is considered and is been modeled for the soil- structure interaction using finite element package SAP2000 Version 14.0.0.. Dynamic distress and

With the introduction of reinforcements in the backfill several parameters of the retaining wall system have improved for example, the lateral earth pressure on the wall

The remedial works involved replacing the existing gabion wall with a cantilevered, 600-mm diameter, bored pile retaining wall that comprised two rows of

The finite element analysis of 2-D model of retaining wall by using STAAD-Pro is performed in this work. The software STAAD-Pro can be suitably applied for the structural

From the design output in the form of section and steel, it is observed that the retaining wall of Gabion type proves economical and effective compared to other wall

If a retaining wall is allowed to move towards the soil accompanied by a lateral soil compression, the earth pressure increases with the increasing compression in

In this paper,Opposition based differential evolution (ODE) method being a global search technique is proposed to design the retaining wall maintaining the