摘要
结合工程概况,确定采用扶壁式钢筋混凝土挡土墙,从荷载、稳定性验算、挡土墙强度计算、桩基础计算五方面介绍了该挡土墙的有关计算,避免了传统重力式挡土墙的缺点。
Combined with general engineering situations reinforced concrete buttressed retaining wall is selected. From five aspects： load, stability calculation, strength analysis and pile foundation calculation related calculation analysis of this kind of retaining wall are introduced. This kind of retaining wall well overcomes the shortages of traditional gravity retaining wall.
出处
《山西建筑》
2006年第22期123-124,共2页
Shanxi Architecture
关键词
扶壁式挡土墙
土压力
桩基础
承载力
buttressed retaining wall, earth pressure, pile foundation, bearing capacity
