摘要
根据目前我国钻孔灌注桩的特点 ,从施工工艺方面 ,对控制沉渣、孔壁泥层过厚的问题进行了探讨 ,提出了合理、有效的措施 。
According to the features of cast in place bored piles in China from construction technology the encountered issues such as settlement control and super mud thickness of hole are discussed; in addition corresponding resolving measures are introduced to ensure the common bearing capacity of pile.
出处
《山西建筑》
2004年第13期47-48,共2页
Shanxi Architecture
关键词
钻孔灌注桩
泥浆
承载力
坍落度
cast in place bored pile, mud, bearing capacity, slump constant
