摘要
The soil physical mechanics parameters of a mountain side slope were gained upon field investigation and indoor rock mechanics tests. After that, Slide software and Geostudio software were adopted to make the mountain side slope seepage field analysis and side slope stability analysis based on seepage. At the end, the preliminary treatment scheme of the mountain side slope anchorage was proposed.
- 出版日期2012
- 单位浙江工业大学