兰永一级公路软弱路基处理方法分析

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1、兰永一级公路软弱路基处理方法的研究2.5.4抛石挤淤常用的施工工艺...............................................................232.5.5抛石挤淤地基处理的施工总体要求...............................................24第3章抛石挤淤在兰永线中的应用情况...............................................................263.1K11+360

2、~K14+650段.................................................................................263.1.1地质概况..........................................................................................263.1.2路基填挖高度.......................................................

3、...........................263.1.3原设计方案......................................................................................263.1.4现需要处理的问题..........................................................................273.2K15+371~K20+000段........................

4、.........................................................273.2.1地质概况..........................................................................................273.2.2路基填挖高度..................................................................................273.2.

5、3原设计方案......................................................................................273.2.4现需要处理的问题..........................................................................273.3平交K28+512段...............................................................

6、.........................283.3.1地质概况..........................................................................................283.3.2路基填挖高度..................................................................................293.3.3原设计方案..........................

7、............................................................293.3.4现需要处理的问题..........................................................................293.4K44+780~K45+800永靖太极岛水浇地段.................................................293.4.1地质概况.....................

8、.....................................................................293.4.2填挖高度..........................................................................................303.4.3原设计方案.....