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粉喷桩复合地基的抗震性能
引用本文:何培玲.粉喷桩复合地基的抗震性能[J].建筑技术,2006,37(3):175-177.
作者姓名:何培玲
作者单位:南京工程学院建筑工程系,211167,南京
摘    要:结合工程实例和现场检测数据,分析水泥粉喷桩复合地基的施工工艺、加固机理及桩间土水平约束程度对抗震性能的影响,认为粉喷桩在一般情况下的抗震性能比较差,不宜无条件地用于有抗震设防要求的地基土加固。

关 键 词:地基加固  水泥粉喷桩  抗震性能
文章编号:1000-4726(2006)03-0175-03
收稿时间:2005-09-09
修稿时间:2005-09-09

SEISMIC RESISTANCE OF COMPOSITE FOUNDATION WITH POWDER-JETTED PILES
HE Peiling.SEISMIC RESISTANCE OF COMPOSITE FOUNDATION WITH POWDER-JETTED PILES[J].Architecture Technology,2006,37(3):175-177.
Authors:HE Peiling
Affiliation:Dept. of Structure Engineer, Nanjing Institute of Technology, 211167, Nanjing, China
Abstract:Based on the engineering case and site test data, analysis was carried out on the impacts on the anti-seismic performance of the foundation caused by the construction technology and strengthening mechanism of the cement powder-jetted pile foundation as well as the horizontal restriction of the soil around piles.It is considered that the powder-jetted pile has a poor anti-seismic performance under general conditions, not fit for the anti-seismic reinforcement of foundation soil unconditionally.
Keywords:foundation reinforcement  cement powder-jetted pile  seismic resistant performance
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