To satisfy the eccentricity requirements, a method to calculate the rational and economical size of two-dimensional eccentrically loaded foudations is presented based on the limit of the foundation pressure ratio of maximum to minimum.
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- 本文按照滿(mǎn)足基底最小壓力與最大壓力比值限值的條件,推導出了雙向偏心受壓基礎底面尺寸的計算公式,可直接求得通過(guò)對基底最小壓力與最大壓力比值限制來(lái)減小基礎傾斜情況下的經(jīng)濟合理的底面尺寸。
