开山石填海挤淤区非均匀软弱地基的治理

Treatment of the uneven soft foundation in site-extruding area by excavating hills

对开山石填海挤淤区挤淤形成的非均匀软弱地基进行处理时 ,由于工程性质很差、厚度较大、沉降固结历时较长且数值较大的淤泥层位于开山石回填层之下 ,地基处理比较困难。本文介绍了一个经济、合理的地基处理方法 。

It is difficult to treat the uneven soft foundation in site\|extruding area by excavating hills to fill up the seabeach because the silt under the backfill rocks has bad geotechnical engineering characteristics. This article gives an example of foundation treatment that is economical and reasonable. The experience is very useful for the same projects in the coastal silt.