Pile Design and Construction Practice, Fifth edition

(Joyce) #1

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No. 11, 1961; also, A revised and extended formula for bearing capacity, Danish Geotechnical
Institute, Bulletin No. 28, 1968, and Code of Practice for Foundation Engineering, Danish
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5.5 MEYERHOF, G. G. Some recent research on bearing capacity, Canadian Geotechnical Journal,
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5.6 JAMIOLKOWSKI, M.et al.Design parameters for soft clays, Proceedings of the 7th European
Conference on Soil Mechanics, Brighton, 1979, pp. 21–57.
5.7 STROUD, M. A. The standard penetration test in insensitive clays, Proceedings of the European
Symposium on Penetration Testing, Stockholm, 1975, Vol. 2, pp. 367–75.
5.8 BURLAND, J. B., BROMS, B. B., and DE MELLO, V. Behaviour of foundations and structures,
Proceedings of the 9th International Conference on Soil Mechanics, Tokyo, Session 2, 1977.
5.9 JARDINE, R., FOURIE, A., MASWOSE, J., and BURLAND, J. B. Field and laboratory measurements of soil
stiffness, Proceedings of the 11th International Conference on Soil Mechanics, San Francisco,
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5.10MARSLAND, A. In-situ and laboratory tests on glacial clays at Redcar, Proceedings of a Symposium
on Behaviour of Glacial Materials, Midlands Geotechnical Society, 1975, pp. 164–80.
5.11TERZAGHI, K.Theoretical Soil Mechanics, John Wiley, New York, 1943, p. 425.
5.12BUTLER, F. G. General Report and state-of the-art review, Session 3, Proceedings of the Conference
on Settlement of Structures, Cambridge, 1974, Pentech Press, London, 1975, pp. 531–78.
5.13BROWN, P. T. and GIBSON, R. E. Rectangular loads on inhomogeneous soil, Proceedings of the
American Society of Civil Engineers, Vol. 99 (SM10), 1973, pp. 917–20.
5.14CHRISTIAN, J. T. andCARRIER, W. D. Janbu, Bjerrum and Kjaernsli’s chart reinterpreted, Canadian
Geotechnical Journal, Vol. 15, 1978, pp. 123–8.
5.15FOX, E. N. The mean elastic settlement of a uniformly-loaded area at a depth below the ground
surface, Proceedings of the 2nd International Conference, ISSMFE, Rotterdam, Vol. 1, 1948,
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5.16SKEMPTON, A. W. andBJERRUM, L. A contribution to the settlement analysis of foundations on clay,
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5.17BURLAND, J. B. andKALRA, J. C. Queen Elizabeth Conference Centre: geotechnical aspects,
Proceedings of the Institution of Civil Engineers, Vol. 80, No. 1, 1986, pp. 1479–503.
5.18SCHULTZE, E. and SHERIF, G. Predictions of settlements from evaluated settlement observations
for sand, Proceedings of the 8th International Conference, ISSMFE, Moscow, Vol. 1, 1973,
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5.19BURLAND, J. B. andBURBIDGE, M. C. Settlement of foundations on sand and gravel, Proceedings of
the Institution of Civil Engineers, Vol. 78, No. 1, 1985, pp. 1325–37.
5.20MEIGH, A. C.Cone Penetration Testing–Methods and Interpretation, CIRIA/Butterworth, 1987.
5.21ROBERTSON, P. K. and CAMPANELLA, R. G. Interpretation of cone penetration tests, parts 1 and 2,
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5.22BALDI, G., BELLOTI, R., GHIONNA, V., JAMIOLKOWSKI, M., and PASQUALINIE.Cone resistance of dry
medium sand, Proceedings of the 10th International Conference, ISSMFE, Stockholm, Vol. 2,
1981, pp. 427–32.
5.23MEIGH, A. C. The Triassic rocks, with particular reference to predicted and observed performance
of some major structures, Geotechnique, Vol. 26, 1976, pp. 393–451.
5.24LUNNE, T. andCHRISTOFFERSEN, H. P. Interpretation of cone penetration data for offshore sands,
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Mechanics and Foundations Division, American Society of Civil Engineers, Vol. 96, No. SM3,
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