摘要
本文通过大量载荷板试验,分析了厦门地区花岗岩残积土地基的破坏特征,提出了花岗岩残积土变形模量与标贯及承载力与标贯的经验公式。
In this paper, through a large number of loading plate test, damage characteristics of granite residual soil of the Xiamen region was analyzed, the deformation modulus and empirical formula of bearing capacity of standard penetration test were put forward.
出处
《福建建设科技》
2012年第6期17-19,共3页
Fujian Construction Science & Technology
关键词
花岗岩残积土
强度
变形特性
变形模量
标贯
granite residual soil
deformation performance
deformation modulus
strength
standard penetration test
