摘要
基于实体桩现场测试试验的基础上,研究了饱和土地基中非连续屏障对振动的隔离,分析了饱和土体渗透性对非连续屏障隔振效果的影响。研究表明在一定条件下,实芯桩的桩径对隔振有一定影响,通过动态分析测试系统对测点三个方向检测,可得振动对于场地在三个方向上的影响是不一样的。
On the basis of solid pile field test experiment, study the non isolated continuous barrier on the vibration of the saturated soil, analysis of saturated soil permeability on the discontinuous barrier effect on the vibration isolation. Research shows that under certain conditions, solid core pile diameter on the isolation has certain effect, through dynamic analysis of test system for measurement in three directions, but the vibra- tion is not the same effect on the site in three directions.
出处
《山西建筑》
2013年第35期56-57,共2页
Shanxi Architecture
基金
浙江省大学生科研创新(新苗人才计划)团队
关键词
隔振
排桩
泡沫板
隔振效果
vibration, pile, foam, vibration isolation effect
