摘要
在施工技术中,钻孔灌注桩虽然有比较高的承载力,而且施工也非常的方便,但是它却不能很好的处理底层土壤的空隙和土壤压缩性。为了解决这些问题,需要在钻孔灌注桩后进行压浆。以提高施工效率,降低工程造价。
Although the cast-in-situ bored pile has a higher bearing capacity and convenient construction in construction technology, it cannot very good deal with the underlying gap of the soil and soil compressibility. In order to solve these pr-oblems, people need grouting after the bored piles to improve the construction efficiency and reduce the project cost.
出处
《城市建筑》
2014年第8期119-119,共1页
Urbanism and Architecture
关键词
钻孔
灌桩
压浆
施工
dril pouring pile grouting construction