摘要
结合工程实例,通过对软弱下卧层的验算,选择了合理的基础持力层和设计基础宽度,提出了最优基础形式——独立基础,以达到减少基础施工工期、节省施工成本、创造良好的经济效益和社会效益的目的。
Combined with practical work and checking calculation of soft underlayer proper fotmdation bearing layer and designed width are selected, at the same time optimum foundation type-independent foundation is proposed. Practice shows this type of foundation reduces the construction period and cost with good economic and social benefits.
出处
《山西建筑》
2007年第36期120-121,共2页
Shanxi Architecture
关键词
软弱下卧层
应力扩散
持力层
soft underlayer, stress dispersion, bearing layer
