摘要
通过试验,对地基承载力特征值及变形参数进行了研究,通过试验数据分析,确定了地基承载力特征值和变形模量,并对同一层土进行不同深度及不同尺寸的试验,以考虑埋深和尺寸对地基承载力的影响。
By doing experiment,the eigenvalue of foundation bearing capacity and deformation parameters are researched.Through data analysis,the eigenvalue of the bearing and the deformation modulus are confirmed.Tests are made to the same layer of soil with different depth and size,in order to learn the influence to the bearing capacity according to different burying depth and size.
出处
《安徽广播电视大学学报》
2011年第2期126-128,共3页
Journal of Anhui Radio & TV University
关键词
软土地基
承载力
试验
特征值
soft soil foundation
bearing capacity
test
eigenvalue