首页> 外文会议>Annual Conference on Deep Foundations >ENSURING PERFORMANCE OF TIP POST-GROUTED BORED PILES (DRILLED SHAFTS) THROUGH A COMPREHENSIVE QUALITY ASSURANCE PROGRAM
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ENSURING PERFORMANCE OF TIP POST-GROUTED BORED PILES (DRILLED SHAFTS) THROUGH A COMPREHENSIVE QUALITY ASSURANCE PROGRAM

机译:通过全面的质量保证计划确保尖端灌注钻孔桩(钻井)的性能

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Tip post-grouting of bored pile (drilled shaft) foundations refers to a method wherecementitious grout is injected beneath the tip of a shaft to improve the overall performance of theconstructed foundation. This technique, when performed satisfactorily and in the appropriate groundconditions, enhances axial load-displacement performance by improving the mobilization of pile’sresistance. Potential benefits associated with tip post-grouting include reduced settlement under loading,better alignment of load transfer curves, and improved ground beneath the base of the bored pile.However, to be able to realize the benefits attributed to this method, the design, construction, of both thebored pile and the post-grouting system must meet a minimum level for quality assurance. The variousfactors affecting the successful installation and performance of a bored pile (e.g., workmanship, basecleanliness, borehole integrity, and concrete placement) have been discussed by numerous practitionersand researchers in the available technical literature. For a conventional (i.e., ungrouted) bored pile,acceptance is based on a combination of visual inspection, material testing, and the results of integrityand/or performance testing of the constructed pile. A properly executed tip post-grouting program can bea relatively comprehensive and complex process, which is typically evaluated throughout the constructionprocess based on the results of prior projects and/or on test pile(s) at the particular site. For tip postgroutingprograms, verification procedures and acceptance criteria should be established during andincorporated into the design process to ensure design intent and objectives are achieved. Projectspecifications should be produced to ensure performance requirements are achieved. This paper willpresent and discuss factors affecting the successful execution of tip post-grouting, including groutingcriteria, instrumentation, reliability and uncertainty with the method and outcome, and verification andacceptance.
机译:尖端的钻孔灌浆后灌浆(钻井)基础是指在其中的方法水泥灌浆喷射在轴的尖端下方,以提高整体性能构建的基础。这种技术,令人满意地和适当的地面条件,通过改善桩的动员来提高轴向载荷性能反抗。与尖端后灌浆相关的潜在益处包括在装载下减少沉降,更好地对准负载传递曲线,并在钻孔桩的基部下方改进的地面。然而,为了能够实现归因于这种方法的益处,设计,施工钻孔桩和后灌浆系统必须满足最低水平的质量保证。各种种类影响钻孔桩成功安装和性能的因素(例如,工艺,基地许多从业者讨论了清洁,钻孔完整性和具体的放置)和可用技术文学中的研究人员。对于传统的(即,未完成的)钻孔桩,验收是基于目视检查,材料测试和完整性的组合和/或构造桩的性能测试。一个适当执行的​​技巧后灌浆计划可以一种相对综合和复杂的过程,通常在整个施工中进行评估基于现有项目的结果和/或特定部位的测试桩的过程。用于提示后期方案,核查程序和验收标准应在和纳入设计过程中以确保设计意图和目标。项目应生产规格以确保实现性能要求。本文将为意志目前并讨论影响尖端灌浆成功执行的因素,包括灌浆具有方法和结果的标准,仪器,可靠性和不确定性,以及验证和验证验收。

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