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This document summarizes the application of Geobrugg rockfall barriers during slope rehabilitation work following a massive rock slope failure on a Malaysian expressway. A site investigation found the failure was caused by heavy rainfall acting on a wedge-shaped instability. Rehabilitation options included slope re-profiling, reinforcement, tunneling, or re-alignment. Slope re-profiling was chosen, incorporating benches, berms and a 1:1 slope in weathered rock. A Geobrugg rockfall fence was installed at a 2

Author

Sze Mian Kueh

Language

EN