摘要
为完善路基稳定性的设计方法,基于简化的Bishop法和流体力学中流网的性质,推导出了考虑动水压力情况下的简化Bishop计算方法,并通过具体的工程实例,在不同的工况情况下,将该方法与工程中常用的瑞典法和理正设计软件法进行了对比计算,结果表明采用该方法进行路基稳定性是合理可行的。
In order to improve the design method of roadbed stability,based on simplified Bishop method and fluid net properties in fluid mechanics,deduced the simplified Bishop calculation method considering dynamic water pressure situation,and through the specific engineering example,under different working condition,compared and calculated the method and commonly used Swedish method and Lizheng design software method in engineering,the results showed that using this method was feasible in making roadbed stability.
出处
《山西建筑》
2015年第30期128-130,共3页
Shanxi Architecture
基金
国家自然科学基金资助项目(项目编号:51304084)
江西省自然科学基金项目(项目编号:20151BAB206026)
江西省青年科学基金项目(项目编号:20122BAB216003)
关键词
动水压力
BISHOP法
浸水路基
稳定性
dynamic water pressure
Bishop method
immersion roadbed
stability
