A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Results of one series of tests on loose tipped rock fill which indicate increase in angle of friction with increasing size of stone; limits of size to be tested in direct shear were found; further information on this subject would be of considerable value in designing composite dams of earth and rockfill.
Results of one series of tests on loose tipped rock fill which indicate increase in angle of friction with increasing size of stone; limits of size to be tested in direct shear were found; further information on this subject would be of considerable value in designing composite dams of earth and rockfill.
Shear strength of rock fill
New Zealand Eng
Lewis, J.G. (author)
1955
2 pages
Article (Journal)
English
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