Proceedings of the 13th BGA Young Geotechnical Engineers’ Symposium, Manchester, 30 June to 2 July 2014
Title (Arial 13)
W. H. Craig & M. A. Syed
Same affiliation
A. N. Other
Other affiliation
ABSTRACT: Please find below the instructions to present your summary at the 13th BGA Young Engineers’ Symposium,
Manchester, 30 June-2 July 2012. Summaries should be typed in Times New Roman 9 (TNR 9) in MS Word format (.doc or .docx,
no pdf) on A4 sized paper and should not exceed 2 pages. Do not adjust the page margins. Abstracts should not exceed 10 lines.
Note that you should have permission to use any figures that you are not the copyright holder. Please write you summary in good
technical English. A collection of all the summaries will be made available online for downloads by ICE Publishing and/or the host
organisation after the Symposium.
KEYWORDS: please provide a relevant keyword list (1 line only).
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INTRODUCTION. FIRST LEVEL HEADING
Equations (between two open lines) should be numbered at
the end of the line in parentheses (see Eq. 1).
First paragraph (no indentation). Just write your text according
to the template format (you may use the paintbrush icon to
reproduce the relevant item format).
Second paragraph (indented; no open line between
paragraphs). References are introduced in the text as follows in
the order of the year of publication (Darcy 1856, Gibson and
Henkel 1954, Bustamante et al. 1998). Schünmann (2004) also
reported the same result.
1.1
y  b 2  4ac
2
(1)
CONCLUSION
Thank you for following these instructions. Please do not
exceed the two page limit.
Second level heading
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Please put one open line before a Figure (centered, see Figure 1)
or a Table (use the Figure tag or use paintbrush).
ACKNOWLEDGEMENTS
Text.
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REFERENCES (TNR 8) (IN ALPHABETICAL ORDER)
Bustamante, M., Gianeselli, L., Boato, R. and Conedera, A. 1998.
Performance of polymer slurries in large diameter bored pile.
Proceedings of the 3rd International Geotechnical Seminar on
Deep Foundations and Auger Piles (BAP III), Ghent, Belgium,
A.A. Balkema, 119–127.
Darcy H. 1856. Les fontaines publiques de la ville de Dijon. Dalmont,
Paris.
Gibson R.E. and Henkel D.J. 1954. Influence of duration of tests at
constant rate of strain on measured “drained” strength.
Géotechnique 4 (1), 6-15.
Schünmann, D. 2004. Fisherman’s friend. Ground Engineering 37 (12),
17.
Figure 1. Figure caption (TNR 8). Please provide good quality drawings
(min. 300 dpi) with fully readable legends (characters size > 1mm).
Number Figures consecutively.
Do not use colours to differentiate the curves on a graph
(B&W Proceedings). Use greyscale for photographs. Use SI
units.
1.1.1 Third level heading
One open line before and after Tables (see Table 1).
Table 1. Table caption (TNR 8), numbered consecutively. Tables placed
below caption. TNR 8 for text and numbers in Table.
Parameter
a
b
Parameter x (unit)
14.0
19.2
Parameter y (unit)
8.4
0.5
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Proceedings of the 13th BGA Young Geotechnical Engineers’ Symposium, Manchester, 30 June to 2 July 2014
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