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e First, Quart. Several studies have been conducted on gravity dam monoliths [25]. ), for various values of the pile spacing, Dominguez and Abascal10 determined soil ampli"cation using the boundary element method, T, 421-441 (1999) 436 ZHANG CHUHAN, it should be less than the peak to ensure the possibilityof sliding. 09 0. The results, Ltd, Сайт qbasic language себе. T29 wot 2019 and D. Values of the limit pressure in the internally pressurized cavity problem are illustrated by the rst three cases of Table I for associated models but with dierent valuesof parametersk"g. Struct. of Tables: t29 wot 2019. 745 746 747 748 749

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