10.3 高程 0.28m 以上土方施工_____________________________________________

10.4 机械配置___________________________________________________________

第十一章 护坡施工

__________________________________________________

第十二章 堤顶结构及路面工程施工

__________________________________ 43

12.1 砼施工_____________________________________________________________

12.2 钢筋砼反弧式防浪墙及护面___________________________________________

12.3 碎石稳定层施工_____________________________________________________

12.4 沥青砼路面_________________________________________________________

12.5 雨季施工措施_______________________________________________________

12.6 冬季施工措施_______________________________________________________

第十三章 堵口施工方案

____________________________________________ 55

13.1 龙口形成___________________________________________________________

13.2 堵口条件___________________________________________________________

13.3 堵口时间选择_______________________________________________________

13.4 龙口段护底_________________________________________________________

13.5 龙口合龙___________________________________________________________

13.6 应急措施___________________________________________________________

13.7 闭气土方___________________________________________________________

13.8 加固加高___________________________________________________________

14.1 概况_____________________________________________________________ 56

14.2 加荷控制应遵循的原则_______________________________________________

14.3 加荷曲线___________________________________________________________

14.4 施工观测及指导加荷_________________________________________________

15.2 工程度汛目标_______________________________________________________

15.3 度台汛技术措施_____________________________________________________

15.4 度汛组织___________________________________________________________