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································································································

2、·11.2地层岩性·································································································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···············································································

4、··················12.3施工监测要求及应急措施·····································································63施工场地布置·································································································63.1临建······································

5、···································································6243.2拌和站·····································································································63.3施工临时用电································································

6、·························63.4施工临时用水·························································································73.5施工临时道路·························································································74施工总体部署····················

7、···········································································74.1劳动力组织计划·····················································································74.2主要材料供应计划····································································

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