广东某高速公路滑坡处治施工组织设计参考.docVIP

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广东某高速公路滑坡处治施工组织设计参考.doc

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广东某高速公路滑坡处治施工组织设计参考

某高速公路第5合同段 (K20+800～K20+935)左侧滑坡处治施工组织设计 xx路桥工程有限公司目录 1工程概况 ·······································································································1 1.1地形地貌·································································································1 1.2地层岩性·································································································1 1.3水文地质特征·························································································1 2施工组织方案·································································································1 2.1施工方案·································································································1 2.2施工程序·································································································1 2.3施工监测要求及应急措施·····································································6 3施工场地布置·································································································6 3.1临建·········································································································6 3.2拌和站·····································································································6 3.3施工临时用电·························································································6 3.4施工临时用水·························································································7 3.5施工临时道路·························································································7 4施工总体部署 ·······························································································7 4.1劳动力组织计划·····················································································7 4.2主要材料供应计划·················································································9 4.3主要施工机械设备使用计划·································································9 5工期计划及工期保证措施···········································································10 5.1工程量········