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bi kou dian zhan hun ning tu fang shen qiang nei bu guan ce
Author(s): 
Pages: 59-62
Year: Issue:  2
Journal: Dam Observation and Geotechnical Tests

Keyword:  混凝土防渗墙应变计钢筋计最大压应力电站碧口弹性基础梁土石围堰土石坝应力计算;
Abstract: <正> 一、概述作为土石坝及土石围堰基础防渗处理的混凝土防渗墙,设计时其结构应力计算通常按下述情况处理。1.结构假设:顶端作为自由端,底端作为铰结或固结的弹性基础梁;2.设计荷重:通常只计及上下游水压、土压、墙自重、墙顶土重、渗透压力及地震
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