成都地区膨胀土地基承载力浅析

Analysis of Foundation’s Bearing Capacity of Swelling Soil in ChengDu

膨胀土地基承载力的影响因素较多 ,尤其是含水率的影响较大。对成都地区一些原位测试数据进行了回归分析后 ,提出了成都地区膨胀地基承载力与静力触探、标准贯入和含水率的一些关系式。

There are many factors, especially the moisture content effecting the foundation's bearing capacity of swelling soil. By reto-analysis of the in-situ testing data in ChengDu, the relations among foundation's bearing capacity of swelling soil, static cone penetration testing, standard penetration testing and moisture content are propsed.