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日期:2024-07-30 04:12

CEGE0100 PART I: TEST (SUPPL)

Answer on the separate sheet provided.

A ground investigation is being carried out on the site of a future development. Preliminary results are available from laboratory tests on soil samples that were retrieved from the site. You are required to analyse the data and determine the following:

1. Particle size distribution, d50, coefficient of uniformity (plot on Fig.1) [30 marks]

2. Plasticity index [40 marks]

3. Soil description [30 marks]

The laboratory test results are summarised below.

Table 1 (sieving results)

B.S. sieve (mm)

mass retained on sieve (g)

6

0

2

94

1.18

67.64

0.6

127.51

0.45

45.76

0.212

63.44

0.15

38.47

0.063

62

remaining

115.1

Table 2 (plastic limit tests)

mass tin +
wet soil (g)

mass tin +
dry soil (g)

mass tin (g)

sample 1

50.6

47.1

29.5

sample 2

50.1

46.8

29.3

sample 3

50.5

47

29.5

Table 3 (liquid limit tests)

penetration (mm)

water content (%)

sample 1

8.1

24.3

sample 2

18.2

35.1

sample 3

29.8

55


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