摘要
介绍了加筋复合砂石垫层处理软弱地基土的工作原理。结合工程实例 ,从地基承载力和沉降变形两方面进行了验算 ,结果均能满足设计规范要求。指出加筋复合砂石垫层处理软弱地基安全合理 ,经济可行。
Combined with practical action principles of the reinforced composite sand gravel cushion in soft soil foundation treatment are introduced. The checking calculations of bearing capacity and settlement deformation show that design specifications can be satisfied.
出处
《山西建筑》
2003年第16期20-21,共2页
Shanxi Architecture
