摘要
结合建筑物性质、场地工程地质及水文地质条件,在对某高层建筑的基础形式和地基加固方式进行技术经济比较后,决定采用水振冲碎石桩加固地基,以消除可液化细砂层的液化性,提高地基承载力。通过现场测试,表明地基加固处理效果良好,达到了设计要求。
Combination of the the building properties, site engineering geological and hydrogeological condi- tions, after the technical and eeonomic comparison of the foundation type and ground reinforcement method of a high-rise building, it was decided to adopt water vibro-crushed stone piles to remove and to improve the ground bearing capacity. was successful. Through on-site testing, it showed that liquefied sand layer, ground reinforcement
出处
《建筑技术》
北大核心
2011年第9期833-836,共4页
Architecture Technology
关键词
水振冲碎石桩
地基加固
砂土
water vibro-crushed stone piles
ground reinforcement
sand
