+1 vote
in Geotechnical Engineering II by (93.7k points)
For mechanical stabilized bases, liquid limit should not exceed __________

(a) 35 %

(b) 25 %

(c) 50 %

(d) 10 %

This question was posed to me in homework.

My question comes from Mechanical Stabilisation in portion Stabilisation of Soils, Site Investigation and Sub – Soil Exploration of Geotechnical Engineering II

1 Answer

0 votes
by (243k points)
Correct option is (b) 25 %

Easy explanation: For bases, liquid limit should not exceed 25 % and plasticity index must not exceed 6.

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