Excerpt from An Investigation of the Relative Stability of Vertical Back and Battered Back Dam Sections: A Thesis
These considerations suggest the adaption of a new section viz., one in which the head of water itself is used to lend additional stability, by taking advantage of its vertical component on a battered back.
It has been recently emphasized, that the most important of these new factors is the effect of uplift due to the seepage of water under-the foundation and into xhe body of the dam-itself. Various-assump tions have been made as-to_the amount of this uplift.
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