目 录一、编制根据.................................................1二、编制阐明.................................................1三、工程概况.................................................13.1 工程地理位置...........................................13.2 工程地质、水文情况.....................................23.2.1 地形地貌..........................................23.2.2 岩土地层构成及特征................................23.2.3 地下水概况........................................53.2.4 工程地质特征指标..................................53.3 节段梁概况.............................................63.4 路基处理技术要求.......................................73.5 主要工程数量...........................................7四、施工总体安排.............................................84.1 施工组织机构...........................................84.2 工期计划..............................................124.3 梁场施工设备投入......................................124.4 梁场施工投入人员......................................124.5 梁场规划..............................................144.5.1 地基处理.........................................144.5.2 临水、临电.......................................154.5.3 施工便道.........................................154.5.4 施工台座.........................................164.5.5 龙门吊轨道基础..................................164.5.6 梁场排水系统.....................................174.5.7 加工棚...........................................184.5.8 其他.............................................18五、施工措施................................................195.1 施工总流程............................................195.2 施工准备..............................................205.3 地基处理..............................................205.3.1 场地平整.........................................205.3.2 回填粘土........................................215.3.3 测量放样........................................215.3.4 地基换填.........
