A clay having an unconfined compressive strength of 160 kN/sq.m would be classified as:

This question was previously asked in
DDA JE Civil Official Paper Shift 2 (Held on 23 April 2018)
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  1. Soft
  2. Very Stiff
  3. Stiff
  4. Hard

Answer (Detailed Solution Below)

Option 3 : Stiff
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Detailed Solution

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Explanation:

Standard penetration test also gives an idea about the unconfined compressive strength of clayey soil.

N – Values

Unconfined Compressive Strength (KPa or kN/sqm)

Consistency

< 2

< 25

Very Soft

2 – 4

25 – 50

Soft

4 – 8

50 – 100

Medium

8 – 16

100 – 200

Stiff

16 – 32

200 – 400

Very Stiff

> 32

> 400

Hard

From the table provided above, we can see that, when the unconfined compressive strength of the soil is 160 kN/sqm, the soil will be stiff and its N-Value will be between 8 - 16.

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