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CASE STUDY: NATOMAS LEVEE IMPROVEMENT PROGRAM CUTOFF WALLS

机译:案例研究:Natomas Levee改进计划截止墙

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The Sacramento Area Flood Control Agency initiated the Natomas Levee Improvement Program in 2006 which would bring the entire 42 mile Natomas Basin perimeter levee system into compliance with applicable Federal and State standards for levee protecting urban areas. The soil-bentonite slurry cutoff has been utilized as the primary construction method for addressing the under seepage deficiencies. To date, a combined total of over 4,500,000 square feet of slurry cutoff wall have been constructed utilizing excavation methods to a maximum depth of 75 feet and deep soil mixing methods to a depth of 90 feet. The construction of these cutoff walls has required the use of newly designed and custom built long boom and stick attachments for large hydraulic excavators and additional resource will be required to complete future phases. Key components of the NLIP program have included advancements in the development of soil-bentonite backfill mix designs, specified ranges on the soil backfill gradation to address concerns of long term consolidation of the backfill material, evaluation of the trench slurry filtrate loss with regard to cutoff wall acceptance, maintenance high slurry densities to provide greater trench stability, and continued development of backfill mixing procedures.
机译:萨克拉门托地区防洪局发起的纳托马斯大堤改善计划在2006年这将带来整个42英里纳托马斯盆地周边的堤坝系统将遵守适用的联邦和州标准堤防保护城市地区。土壤 - 膨润土浆料切断已被用作解决下渗流缺陷的主要施工方法。迄今为止,利用挖掘方法为75英尺和深层土壤混合方法的最大深度和深度深度为90英尺的深度,建造了超过4,500,000平方英尺的浆料截止墙的总和。这些截止墙的构造需要使用新设计的和定制的长臂臂和粘贴附件,用于大型液压挖掘机,并将需要额外的资源来完成未来的阶段。 NLIP计划的主要组成部分包括发展土壤 - 膨润土回填组合设计的进步,对土壤回填级的指定范围地址回填料长期固结的担忧,评价沟槽浆料滤液的沟槽越差墙壁验收,维护高浆料密度,提供更大的沟槽稳定性,并继续开发回填混合程序。

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