摘要
对甬-台-温高速公路采用真空-堆载联合预压处理软基前后的土样进行了室内试验分析,得出了合理的试验结论,即土的物理性质指标分别得到不同程度的降低,强度指标得到较大的提高。
An experimental analysis is performed on the project of soft foundation treatment for the Yong-Tai-Wen expessway with vacuum-accumulation loads combined precompression technique, by analysis of the test results in the three different periods during construction, the soil parameters decrease to different extents but of soil strength increases.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S2期553-556,共2页
Rock and Soil Mechanics
关键词
软基处理
预压
试验分析
soft foundation treatment
precompression
experimental analysis
