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Pile Design and Construction Practice, Fifth edition

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<strong>Pile</strong> groups under compressive loading 289<br />

5.3 BURLAND, J. B. Interaction between structural engineers <strong>and</strong> geotechnical engineers, The<br />

Structural Engineer, Vol. 84, No. 8, 2006, pp. 29–37.<br />

5.4 HANSEN, J. B. A general formula for bearing capacity, Danish Geotechnical Institute, Bulletin<br />

No. 11, 1961; also, A revised <strong>and</strong> extended formula for bearing capacity, Danish Geotechnical<br />

Institute, Bulletin No. 28, 1968, <strong>and</strong> Code of <strong>Practice</strong> for Foundation Engineering, Danish<br />

Geotechnical Institute, Bulletin No. 32, 1978.<br />

5.5 MEYERHOF, G. G. Some recent research on bearing capacity, Canadian Geotechnical Journal,<br />

Vol. 1, 1963, pp. 16–26.<br />

5.6 JAMIOLKOWSKI, M. et al. <strong>Design</strong> parameters for soft clays, Proceedings of the 7th European<br />

Conference on Soil Mechanics, Brighton, 1979, pp. 21–57.<br />

5.7 STROUD, M. A. The st<strong>and</strong>ard penetration test in insensitive clays, Proceedings of the European<br />

Symposium on Penetration Testing, Stockholm, 1975, Vol. 2, pp. 367–75.<br />

5.8 BURLAND, J. B., BROMS, B. B., <strong>and</strong> DE MELLO, V. Behaviour of foundations <strong>and</strong> structures,<br />

Proceedings of the 9th International Conference on Soil Mechanics, Tokyo, Session 2, 1977.<br />

5.9 JARDINE, R., FOURIE, A., MASWOSE, J., <strong>and</strong> BURLAND, J. B. Field <strong>and</strong> laboratory measurements of soil<br />

stiffness, Proceedings of the 11th International Conference on Soil Mechanics, San Francisco,<br />

Vol. 2, 1985, pp. 511–14.<br />

5.10 MARSLAND, A. In-situ <strong>and</strong> laboratory tests on glacial clays at Redcar, Proceedings of a Symposium<br />

on Behaviour of Glacial Materials, Midl<strong>and</strong>s Geotechnical Society, 1975, pp. 164–80.<br />

5.11 TERZAGHI, K. Theoretical Soil Mechanics, John Wiley, New York, 1943, p. 425.<br />

5.12 BUTLER, F. G. General Report <strong>and</strong> state-of the-art review, Session 3, Proceedings of the Conference<br />

on Settlement of Structures, Cambridge, 1974, Pentech Press, London, 1975, pp. 531–78.<br />

5.13 BROWN, P. T. <strong>and</strong> GIBSON, R. E. Rectangular loads on inhomogeneous soil, Proceedings of the<br />

American Society of Civil Engineers, Vol. 99 (SM10), 1973, pp. 917–20.<br />

5.14 CHRISTIAN, J. T. <strong>and</strong> CARRIER, W. D. Janbu, Bjerrum <strong>and</strong> Kjaernsli’s chart reinterpreted, Canadian<br />

Geotechnical Journal, Vol. 15, 1978, pp. 123–8.<br />

5.15 FOX, E. N. The mean elastic settlement of a uniformly-loaded area at a depth below the ground<br />

surface, Proceedings of the 2nd International Conference, ISSMFE, Rotterdam, Vol. 1, 1948,<br />

pp. 129–32.<br />

5.16 SKEMPTON, A. W. <strong>and</strong> BJERRUM, L. A contribution to the settlement analysis of foundations on clay,<br />

Geotechnique, Vol. 7, No. 4, 1957, pp. 168–78.<br />

5.17 BURLAND, J. B. <strong>and</strong> KALRA, J. C. Queen Elizabeth Conference Centre: geotechnical aspects,<br />

Proceedings of the Institution of Civil Engineers, Vol. 80, No. 1, 1986, pp. 1479–503.<br />

5.18 SCHULTZE, E. <strong>and</strong> SHERIF, G. Predictions of settlements from evaluated settlement observations<br />

for s<strong>and</strong>, Proceedings of the 8th International Conference, ISSMFE, Moscow, Vol. 1, 1973,<br />

p. 225.<br />

5.19 BURLAND, J. B. <strong>and</strong> BURBIDGE, M. C. Settlement of foundations on s<strong>and</strong> <strong>and</strong> gravel, Proceedings of<br />

the Institution of Civil Engineers, Vol. 78, No. 1, 1985, pp. 1325–37.<br />

5.20 MEIGH, A. C. Cone Penetration Testing–Methods <strong>and</strong> Interpretation, CIRIA/Butterworth, 1987.<br />

5.21 ROBERTSON, P. K. <strong>and</strong> CAMPANELLA, R. G. Interpretation of cone penetration tests, parts 1 <strong>and</strong> 2,<br />

Canadian Geotechnical Journal, Vol. 20, 1983, pp. 718–45.<br />

5.22 BALDI, G., BELLOTI, R., GHIONNA, V., JAMIOLKOWSKI, M., <strong>and</strong> PASQUALINIE. Cone resistance of dry<br />

medium s<strong>and</strong>, Proceedings of the 10th International Conference, ISSMFE, Stockholm, Vol. 2,<br />

1981, pp. 427–32.<br />

5.23 MEIGH, A. C. The Triassic rocks, with particular reference to predicted <strong>and</strong> observed performance<br />

of some major structures, Geotechnique, Vol. 26, 1976, pp. 393–451.<br />

5.24 LUNNE, T. <strong>and</strong> CHRISTOFFERSEN, H. P. Interpretation of cone penetration data for offshore s<strong>and</strong>s,<br />

Proceedings of the Offshore Technology Conference 15, Houston, 1983, Vol. 1, pp. 181–92.<br />

5.25 SCHMERTMANN, J. H. Static cone to compute static settlement over s<strong>and</strong>, Journal of the Soil<br />

Mechanics <strong>and</strong> Foundations Division, American Society of Civil Engineers, Vol. 96, No. SM3,<br />

May 1970, pp. 1011–43.

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