摘要
利用平板载荷试验、双桥静力触探试验、十字板剪切试验和标准贯入试验等原位测试结果,结合监测资料,对采用"排水板+高真空击密法"的某软基处理工程效果进行分析研究。研究结果表明,该软基处理工程效果明显,土体强度得到显著提高。
The effect of the soft foundation treatment project of ＂ drainage plate ＋ high vacuum densification method＂ was investigated by the in-situ test results,such as plate loading test,cone penetration test,vane shear test,standard penetration test,and monitoring data. The results of the study show that the effect of the soft foundation treatment is obvious and the soil strength is improved significantly.
作者
张升锋
ZHANG Shengfeng(Fujian Academy of Building Research, Fujian Provincial Key Laboratory of Green Building Technology, Fuzhou 35002)
出处
《福建建筑》
2017年第10期54-56,共3页
Fujian Architecture & Construction
关键词
原位测试
排水板+高真空击密法
软基处理效果
In -situ test
Drainage plate ＋ high vacuum densification method
Soft foundation treatment effect
