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A platform for research: civil engineering, architecture and urbanism
Profiles of earth dams when clay is partly or wholly used in the embankment
Crosthwaite's experiments dealt with internal resistance of clay as whole; Terzaghi analyzed forces that go to make up this resistance; it seems reasonable to assume that internal resistances measured by Crosthwaite were resultants of these forces. See also articles by same author in Surveyor (Lond.), vol. 71, no. 1842, May 13, 1927, pp. 487-488, 6 figs.; Water and Water Eng., vol. 29, no. 343, July 20, 1927, pp. 276-278, 6 figs.
Profiles of earth dams when clay is partly or wholly used in the embankment
Crosthwaite's experiments dealt with internal resistance of clay as whole; Terzaghi analyzed forces that go to make up this resistance; it seems reasonable to assume that internal resistances measured by Crosthwaite were resultants of these forces. See also articles by same author in Surveyor (Lond.), vol. 71, no. 1842, May 13, 1927, pp. 487-488, 6 figs.; Water and Water Eng., vol. 29, no. 343, July 20, 1927, pp. 276-278, 6 figs.
Profiles of earth dams when clay is partly or wholly used in the embankment
Instn. Civ. Engrs. -- Sessional Notices
Pollard, A.R. (author)
1927
5 pages
6 Figs.
Article (Journal)
English
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Profiles of earth dams when clay is partly or wholly used in the embankment
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