摘要
采用振冲置换方法并结合物理模型试验方式对河道堤软土地基加固方案进行探讨。结果表明:采用振冲置换进行河道堤软土地基加固后,其地基沉降缩减量在16.15-25.34之间,静力荷载得到显著提升,地基的抗滑稳定性有所加强。
The vibro-impact replacement method combined with the physical model test method is used to discuss the reinforcement scheme of the embankment soft soil foundation.The results show that after vibratory displacement is used to reinforce the soft soil foundation of the river embankment,the settlement reduction of the foundation is between 16.15 and 25.34,the static load is significantly improved,and the anti-sliding stability of the foundation is strengthened.
作者
赵波
ZHAO Bo(Liaoning Zelong Water Conservancy Industry Co., Ltd., Shenyang 110003, China)
出处
《黑龙江水利科技》
2021年第2期59-62,132,共5页
Heilongjiang Hydraulic Science and Technology
关键词
物理模型试验
振冲置换加固方案
加固方式对比
河道堤软地基处理
physical model test
vibro-impact replacement reinforcement scheme
comparison of reinforcement methods
soft foundation treatment of river embankment.
