Report 565 Response of a reinforced soil wall to differential movement

Publication Year

2002

Document Status

Current

Abstract

The response of a 4.4m high, reinforced soil wall to a differential settlement (sagging) intended to simulate the formation of a sinkhole or mine shaft close to the front face of the wall. The behaviour of the wall during its relevelling is also described.

Document History

Prepared for Safety, Standards and Research, Highways Agency.

Author

Brady, K. C., Greene, M. J. and Bush, D. I.

Publisher Information