摘要
本文通过室内无侧限压力试验对CFG桩的模量进行了测定,根据试验结果提出了CFG桩的本构模型关系,并分析了水泥/粉煤灰、水灰比、石屑率对CFG桩模量的影响。
In this paper,CFG pile is determined by free lateral pressure test and constitute modulus relation is suggested by the test results and modulus is analyzed by the effect of ratio of cement to flyash,ratio of water to cement, and gravel ratio.
出处
《太原理工大学学报》
CAS
1997年第S1期99-101,109+129,共5页
Journal of Taiyuan University of Technology
关键词
CFG桩
本构关系
模量
CFG pile
constitute relation module
modulus