摘要
基坑支护结构上水土压力的大小是关系基坑稳定的重要因素。基坑开挖 ,坑周地下水产生流动 ,会对支护结构产生影响。针对这一情况 ,利用流网分析了在基坑周围存在稳定渗流时支护结构上水土压力的变化 ,并对其变化进行了分析与对比计算 ,得出绕支护结构的稳定渗流减小了主动侧的水压力 ,但总的水平压力变化不大 ;被动侧的水压力有所增加 ,但总的水平压力减小较多。
Water and earth pressures are key factors to the stability of foundation pit. Considering the influence of groundwater flow on the supporting structure, the change of water and earth pressures are analyzed under stable seepage around a foundation pit. Then it follows that under stable seepage the water pressure outside the foundation pit is reduced with a little change of the total horizontal pressure, while the water pressure inside the foundation pit is increased with a great change of the total horizontal pressure.
出处
《西部探矿工程》
CAS
2003年第8期36-38,共3页
West-China Exploration Engineering
关键词
稳定渗流
基坑
支护结构
水土压力
stable seepage
foundation pit
supporting structure
water and earth pressure