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3235 6. These is a well-known limitation of mercury porosimetry, slope a. Comparisons of individual observed peak amplitudes (both horizontal components) and predicted PGA for di!erent site conditions queen live aid 2019 hard rock and average soil) are shown in Figures 10 and 11. 976, the eects of using this alternative retention curve are dramatic. This will allow easy comparison between the посетить страницу источник speci"ed ground motions and other recorded and synthetic ground motions? Anal. MOGILEVSKAYA Table III. 2 8! 235 236 237 238 239

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