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Table 7 Soil indices and parameters for shale soil from other studies

From: Occurrence of shale soils along the Calabar-Itu highway, Southeastern Nigeria and their implication for the subgrade construction

Parameter

Nkporo shale

New Netim marl

Ekenkpon shale

Igumalea shale

Abakalikib shale

Pulaski county, Kentucky, USA shale soilc

Fines (% passing sieve no 200)

80.1

68.4

81.4

90

90–92

29–46f

Plastic limit

30.0

33.0

38.4

27

17–23

18–23

Liquid limit

52.0

48.0

52.8

72

53–68

40-57

Plasticity index

22.0

15.0

14.4

45

36–45

22-34

Liquidity indexe

−0.2

−1.2

−0.7

−0.04

0.14-0.11

0.02 to −0.08

Compression index Ccd

0.378

0.342

0.385

0.558

0.387–0.522

0.27–0.423

AASHTO classification

A-7-5(20)

A7-5(11)

A-7-5(15)

A-7-6

A-7-6

A-6(14) and A-7-6(25-27)

USCS classification

OH

MH

OH

CH

CH

CL and CH

Maximum dry density (Mg/m3)

1620.0

2020.0

1700.0

1510

1830–1890

N.L.

Optimum moisture content (%)

14.6

8.6

16.6

22

12.0–12.5

N.L.

CBR (%) (after 24 h soaking)

26.8

20.6

7.0

0.68

38–55

3

Free swell (%)

N.D

N.D

N.D.

50

48–52

N.L.

Specific gravity

N.D

N.D

N.D.

2.55

2.42–2.56

2.56 -2.79

Colour

Black

Yellowish

Dark grey

Grey

Bluish–Brownish

Red

Natural moisture content (%)

26.3

15.6

27.8

25

22-28

17.5–25.8

pH

2.27

6.97

4.28

6.83

N.L.

N.L.

Unconfined compressive strength (kN/m2)

784.19

674.53

350.57

400

N.L.

100.4

  1. N.D. not determined, N.L. not listed by author
  2. * In-situ value
  3. aManasseh and Olufemi (2008)
  4. bAghamelu and Okogbue (2011)
  5. cHopkins et al. (2006)
  6. dValues from computed from Cc = 0.09 (LL − 10)
  7. eComputed
  8. f% finer than 0.002 mm (clay fraction)