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Why not present both, with relevant comments? Also, in my experience (marine SI), the weight of sample for testing required by BS can be beyond the recovery in shelby and drop-core samples. Something for you to check.

Does anyone have the full reference details of'Lambe, TW, 1960, 'The character and identification of expansive soils'? thanks

Also the newer Channel Tunnel rail link. You could start with the UK ICE website

The book is Cone Pen. Testing in Geotech. Practice by Lunne et al, Blackie, 1997. May be OOP. A library may have Penetration testing in the UK, pub. Thomas Telford, London, 1989.

British Steel is now Corus (a UK and Dutch company), there's a handy guide on their website.

by bad results do you mean inconsistent, random, low or what? in comparison with those from aggregate suppliers or other labs?

I seem to remember that ASTM used to include a 'Strength of Soils' table in the form:- Very soft - 0 - 12.5kPa etc. It's not obvious in the recent issue. Does anyone know if it's been dropped, and if so, why thanks

North Rankin Oil Platform, Australia, see the conf publication (ed Al-Shafei, K.A.)