摘要
钻孔深层夯扩渣土挤密桩复合地基虽有很多优点 ,但对其应用应持积极慎重的态度 ,目前不宜用于地下水位以下粘土层和软土层中。
Even though there are many advantages in sediment ramming-squeezing-deeply bored piling, special care shall be taken. It should not be used in clay soil lower than underwater level nowadays.
出处
《建筑技术》
北大核心
2001年第4期224-226,共3页
Architecture Technology
关键词
夯扩渣土挤密桩
地基承载力
检测
施工事故
sediment ramming-squeezing-deeply bored piling
foundation bearing capacity
test
