摘要
以南方某港2#路软基处理工程为例,着重阐述了软土地基在堆载预压下土体的变形、固结过程,并进行了计算与试验对比分析。
Based on soft soil treatment project of Road 2^# in certain harbor of south China, the deformation and consolidation of soil for soft soil subgrade under load pressure is introduced and calculation and tests were carried out for comparison and analysis.
出处
《地下空间与工程学报》
CSCD
2007年第1期176-180,186,共6页
Chinese Journal of Underground Space and Engineering
关键词
沉降量
孔隙水压力
固结度
settlement
pore water pressure
consolidation degree
