摘要
采用钻孔夯密桩复合地基和人工挖孔灌注桩处理大厚度湿陷性黄土地基,取得了良好的效果,继续研究本课题的目的就是要通过对该场地几种地基处理方法的系统研究,并结合工程实践,为处理大厚度湿陷性黄土场地提供可靠的技术参数,以供参考。
Drilled compacted pile composite subgrade and the manul digging pile, which are the ground treatments to thick self-weight collapsible loess ground , have gained a excellent result. The purpose going on studying this subject is that through the systematic research on the sevaral ground treatments in the site and through the actual project , we supply some dependable technical parameter for treating the thick self-weight collapsible loess ground.
出处
《建筑技术开发》
2007年第3期26-28,31,共4页
Building Technology Development
关键词
钻孔夯密桩
复合地基
人工挖孔桩
大厚度湿陷性黄土
Drilled compacted pile
Composite subgrade
Manul digging pile
Thick self-weight collapsible loess
