OR/14/052 Sample collection

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Boon, D, Kirkham, M, and Scheib, A. 2014. Physical properties of till deposits from Anglesey, north west Wales. British Geological Survey Internal Report, OR/14/052.

Various samples were taken for determination of physical properties including: grading, bulk density, natural moisture content, shear strength. Sample types included ‘disturbed’ bulk samples, and ‘undisturbed’ samples including block samples and density rings. Sample details are given in Table 1. Samples were collected in accordance with field sampling procedures described in BS1377[1] and Head (2008)[2]. Samples were labelled in the field and sealed to minimise moisture loss. All samples were stored in a cool box while in transit and transferred to a constant temperature (4 degrees) humidity controlled fridge prior to testing.

Table 1    Geotechnical sample details
Name of sample site Sample Number Type
(D=disturbed,
UD=Undisturbed,
DR=Density Ring,
PP=Panda Penetrometer)
Description BNG
Easting (m)
(+/-5 m)
BNG
Northing (m)
(+/-5 m)
Elevation
(m amsl)
(+/-2 m)
Sample
Mass (field)
(kg +/- 0.01 kg)
Cemlyn Bay CB1 1/1 D Red/Brown Till (landslide mass) 232743 393750 6 ~30
D Weakly-cemented Sand 232815 393750 4 -
UD Weakly-cemented Sand 232815 393750 4 -
CB2 1/1 D Grey Till 232815 393750 2 ~30
Hen Borth HB1 1/2 D Red/brown Till 232065 392984 6 23.20
HB1 2/2 D Red/brown Till 232065 392984 6 30.50
HB2 1/2 D Grey Till 232065 392984 3 23.68
HB2 2/2 D Grey Till 232065 392984 3 23.61
Beaumaris B1 1/2 D Grey Till 261309 377694 1 18.35
B1 2/2 D Grey Till 261309 377694 1 18.46
DR x3 Grey Till 261309 377694 1 -
B2 1/2 D Red Till 261350 377722 6 18.00
B2 2/2 D Red Till 261350 377722 6 18.69
DR x3 Red Till 261350 377722 6 -
Penrhos PR1 1/2 D Upper Grey Till/Red Till? 227734 381424 4 14.60
PR1 2/2 D Grey 227734 381424 4 18.90
PR2 1/2 D Lower Grey Till 227734 381424 2 15.00
PR2 2/2 D Lower Grey 227734 381424 2 15.00
Porth Nobla
— Red Till
PN1 1/2 D Red Till 233050 371119 2 18.67
PN2 2/2 D Red Till 233050 371119 2 16.40
Sea Zoo
— Red Till
SZ1 1/2 D Red Till 247048 364257 4 13.57
SZ2 2/2 D Red Till 247048 364257 4 18.73
SZ3 D Red Mudstone 247077 364258 2 -
DR x3 Red Mudstone 247077 364258 2 -

Sampling methods

Disturbed sample procedure

Bulk samples were collected by excavating till from the cliff face using combination of picks, geological hammers and a drill (tills were very stiff to hard). The loosened soil was collected on a tarpaulin to retain the fine fraction content. The size of the sample was dependent on the largest size fraction, following EN guidance, to ensure adequate sample quantity for sieving results to be representative of the Clay to Gravel components. Samples containing cobbles (diamicts) were greater than 30 kg and the minimum sample size was 15 kg, in accordance with BS1377:1990[1].

Undisturbed density rings

Density rings were used to collect undisturbed samples for determination of bulk density and natural moisture content (NMC). It was not possible to obtain intact samples of till at several sites (e.g. Cemlyn Bay and Hen Borth) because the high abundance of gravel and hardness of the till makes undisturbed sampling by hand difficult. This factor results in data bias as only the ‘softer’ tills were sampled.

Undisturbed block sampling

The drumlin at Cemlyn Bay contains a horizontal sand body interpreted as a hydrofracture fill (Phillips and Hughes, in prep). An undisturbed block sample of the sand was gently carved by hand top down using a sharp knife (Figure 2) with a metal tin gradually lowered onto and around the column of soil to contain the sample. Great care was taken to avoid introducing discontinuities/fractures during the excavation process. The box was capped with lids on either end and was then marked with sample orientation, wrapped with cling film and taped up to minimise moisture loss.

Figure 2    Preparation of an undisturbed block sample of cemented sand (hydrofracture dyke) from a drumlin at Cemlyn Bay, Anglesey. A stable intact plinth is excavated by hand and box gradually lowered down encapsulating the soil sample.

Till provenance: palynology samples

Additional samples were collected for Palynological analysis and the results are presented in Riding (2012)[3].

Table 2    List of Palynology Samples
Name of
sample site
Sample
Bag
Number
Type BNG
Easting (m)
BNG
Northing (m)
Elevation
(m amsl) +/-
2 m error
Sea Zoo 1 Red Till 247048 364257 4
Beaumaris 2 Grey Till 261309 377694 1
Sea Zoo 3 Red Mudstone 247077 364258 2
Cemlyn Bay 4 Weakly-cemented Sand 232830 393741 4
Beaumaris 5 Red Till 261350 377722 6
Cemlyn Bay 6 Red/Brown Till (slipped) 232743 393750 6
Cemlyn Bay 7 Grey Till 232815 393750 2
Hen Borth 8 Red/brown Till 232065 392984 6
Hen Borth 9 Grey Till 232065 392984 3
Penrhos 10 Lower Grey Till 227734 381424 2
Porth Nobla — Red Till 11 sandy Red Till 233050 371119 2

References

  1. 1.0 1.1 BS 1377: Part 9:1990 Methods of testing soils for civil engineering purposes. British Standards Institution. London. Cite error: Invalid <ref> tag; name "BS1377 1990" defined multiple times with different content
  2. HEAD, K H. 2008. Manual of Soil Laboratory Testing volume 1: Soil classification and compaction tests, 3rd edition. Whittles Publishing Ltd. 416pp.
  3. Riding, J B. 2012. A palynological report on the Quaternary tills of Anglesey, North Wales. British Geological Survey Research Report Internal Report IR/12/024.