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Laboratory Report LR 227 Application of residual shear strength to the design of cuttings in overconsolidated fissured clays

Publication Year

1968

Document Status

Withdrawn

Abstract

Considers the factors which govern the long-term stability of the slopes of road cuttings in overconsolidated fissured clays and indicates the main topics on which further research effort is required.

Author

Symons, I. F.

Publisher Information

Transport Research Laboratory

The Transport Research Laboratory (TRL) is an internationally recognised organisation providing research, consultancy, testing and certification for all aspects of transport.

Crowthorne House
Nine Mile Ride
Wokingham
TRL
UK

Website: http://www.trl.co.uk/
Email: enquiries@trl.co.uk
Tel: 01344 773131