摘要
交通荷载、水位变化、土工格栅加筋材料的使用,均会对临河浸水路堤的稳定性产生影响。在用常规条分法分析的基础上,采用有限元方法分析交通荷载、水位升降变化、土工格栅刚度和布设方式对浸水路堤稳定性的影响。
Traffic burden, water level change and the use of geotechnical engineering grate reinforced materials affect the stability of water immersed road embankment by the river. Based on the analysis on conventional Bishop method, this paper analyzes the influences of traffic burden, water level increase and decrease, geotechnical engineering grate rigidness and layout mode on the stability of water inanersed road embankment via the finite element method.
出处
《公路交通技术》
2008年第1期12-14,共3页
Technology of Highway and Transport
关键词
浸水路堤
稳定性
有限元方法
交通荷载
土工格栅
water immersed road embankment
stability
finite element method
traffic burden
geotechnical engineering grate
