OR/14/052 Sample collection: Difference between revisions
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===Disturbed sample procedure=== | ===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<ref name="BS1377 1990"> | 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<ref name="BS1377 1990"></ref>. | ||
===Undisturbed density rings=== | ===Undisturbed density rings=== |
Latest revision as of 14:14, 29 November 2019
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.
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.

Till provenance: palynology samples
Additional samples were collected for Palynological analysis and the results are presented in Riding (2012)[3].
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
- ↑ 1.0 1.1 BS 1377: Part 9:1990 Methods of testing soils for civil engineering purposes. British Standards Institution. London.
- ↑ HEAD, K H. 2008. Manual of Soil Laboratory Testing volume 1: Soil classification and compaction tests, 3rd edition. Whittles Publishing Ltd. 416pp.
- ↑ 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.