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Volume 6 – Geotechnical Manual, Site Investigation and Engineering ...

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Chapter 4 SOIL SETTLEMENT<br />

[37] Teng W.C., "Foundation Design", Prentice Hall, 1984.<br />

[38] Terzaghi, K. & Peck, R.B. (1967). Soil Mechanics in <strong>Engineering</strong> Practice. (Second edition).<br />

Wiley, New York, 729 p.<br />

[39] Thompson D.M. <strong>and</strong> Shuttler R.M., "Design of riprap slope protection against wind waves",<br />

Report 61, London, Construction Industry Research & Information Association.<br />

[40] Terzaghi, K. (1955). Evaluation of coefficients of subgrade reaction. Géotechnique, vol. 5, pp<br />

297-321.<br />

[41] Tomlinson, M.J. (1994). Pile Design <strong>and</strong> Construction Practice. (Fourth edition). Spon, 411 p.<br />

[42] United Bureau States Department of the Interior, "Design of Small Dams” Bureau of<br />

Reclamation, Oxford <strong>and</strong> IBH Publishing Co., 1974.<br />

[43] Vesic, A.S. (1975). Bearing capacity of shallow foundations. Foundation <strong>Engineering</strong><br />

H<strong>and</strong>book, edited by Winterkorn, H.F. & Fang, H.Y., Van Nostr<strong>and</strong> Reinhold, New York, pp 121-147.<br />

[44] Zanen A., "Revetments", International Institute for Hydraulic <strong>and</strong> Environmental <strong>Engineering</strong>,<br />

Delft, Netherl<strong>and</strong>s, 1978<br />

4-16 March 2009

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