摘要
在旧路加宽中 ,地基沉降是一个难题 ,本文通过对旧路加宽沉降理论的分析 ,提出一般地基条件下的沉降与稳定性 ,软土地基的沉降、固结度的理论基础和解决方法。
The ground subsidence is a problem during widen old road.The text analyzs sedimentation theoretical and brings forward sedimentation and stability in case of commonly groundsill,the rationale and solution about subsidence and degree of consolidation.
出处
《黑龙江交通科技》
2002年第11期5-9,共5页
Communications Science and Technology Heilongjiang
关键词
旧路加宽
沉降
widen old road
sedimentation
