Abstract: Track support failure and rehabilitation of 14 km of railway mainline built in 1980 over a compacted clay (liquid limit 50‐70) is presented. The failed construction substituted a 300‐mm thick 5% lime stabilized layer for ...

Abstract: A study of the effect of reinforcement on the (cumulative) plastic settlement, ultimate bearing capacity, and resilient rebound of a repeatedly loaded plane‐strain footing on granular soil overlying different compressible ...