滑坡处治注浆加固施工组织设计

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1、******(K20+800～K20+935)左侧滑坡处治施工组织设计24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·········································································································6243.2拌和站························

5、·············································································63.3施工临时用电·························································································63.4施工临时用水·························································································7

6、3.5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措施····································································

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