滑坡处治施工组织设计

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1、******(K20+800～K20+935)左侧滑坡处治施工组织设计23目录1工程概况·······································································································11.1地形地貌·································································································11.2地层岩性······

2、···························································································11.3水文地质特征·························································································12施工组织方案····································································

3、·····························12.1施工方案·································································································12.2施工程序·································································································12.3施工监测要求及应急措施············

4、·························································63施工场地布置·································································································63.1临建··································································································

5、·······6233.2拌和站·····································································································63.3施工临时用电·························································································63.4施工临时用水········································

6、·················································73.5施工临时道路·························································································74施工总体部署·······························································································74.1劳动力组织计划····

7、·················································································74.2主要材料供应计划·················································································94.3主要施工机械设备使用计划·································································95工期计划及工期保证

8、措施···········································································105.1工程量·····················································