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Foundation elasticity effects in gravity dams
Various static in-situ tests of foundation rock have shown that effective elastic modulus of concrete dam differs considerably from that of solid rock specimens; wide range of elasticity ratios is studied, using finite difference techniques and relaxation solution; applied technique is outlined and results are given; simplified profile of triangular dam, with vertical upstream face and downstream slope of 3/2 was considered.
Foundation elasticity effects in gravity dams
Various static in-situ tests of foundation rock have shown that effective elastic modulus of concrete dam differs considerably from that of solid rock specimens; wide range of elasticity ratios is studied, using finite difference techniques and relaxation solution; applied technique is outlined and results are given; simplified profile of triangular dam, with vertical upstream face and downstream slope of 3/2 was considered.
Foundation elasticity effects in gravity dams
Instn Civ Engrs -- Proc
Zienkiewicz, O.C. (author) / Gerstner, R.W. (author)
1961
8 pages
Article (Journal)
English
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