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竖向不同排水条件和上覆压力作用下砂基超静孔隙水压力计算
引用本文:支宏彦,许镇鸿. 竖向不同排水条件和上覆压力作用下砂基超静孔隙水压力计算[J]. 汕头大学学报(自然科学版), 1995, 0(2)
作者姓名:支宏彦  许镇鸿
作者单位:汕头大学建工系
摘    要:本文对砂基在表面作用或不作用上覆压力、具有四种竖向排水的条件下,推出了地震期间砂基内超静孔隙水压力的计算公式,并给出了一个算例.

关 键 词:上覆压力;排水条件;超静孔隙水压力

Calculation of excess pore water pressure of saturated sand foundation with different vertical drainage conditions and overburden pressure
Shi Hongyan, Xu Zhenhong. Calculation of excess pore water pressure of saturated sand foundation with different vertical drainage conditions and overburden pressure[J]. Journal of Shantou University(Natural Science Edition), 1995, 0(2)
Authors:Shi Hongyan   Xu Zhenhong
Abstract:in this paper are derived the formulae for calculating excess pore water pressure of saturated sand foundation with or without overburden pressure and with four types of vertical drainage conditions during earthquake, and one example for calculating is given.
Keywords:overburden pressure  drainage condition  excess pore water pressure
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