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Lessons Learned From Failures: The Wall of Shame

机译:从失败中汲取的教训:耻辱之墙

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With the ever increasing number of segmental retaining walls beingconstructed, the number of failures associated with these structures is also increasing.The failures of these structures can vary from catastrophic failures to unacceptableperformance in terms of distress. Failures can be the result of the design activities orconstruction of the retaining wall or a hybrid of both. Design-related failures areoften attributed to a lack of understanding of site conditions, improper geotechnicalparameters considered, or a lack of understanding of subsurface conditions. Lack ofcoordination between the wall designer, the site civil engineer, and/or the projectgeotechnical engineer is attributed to many design failures. Many design-relatedfailures can be attributed to the presence of water either within the retained soils or atthe toe of the wall, leading to unaccounted for hydrostatic pressures behind theretaining wall or scour, respectively. Construction related failures may be related to adeviation from the contract documents, lack of storm water control duringconstruction, poor quality control or a lack of engineering. The paper will featurenumerous case histories discussing failures associated with design related andconstruction related failures. By illustrating the variations of segmental retainingwall failures, the number of failures associated with segmental retaining walls may bereduced.
机译:随着分段式挡土墙的数量不断增加, 构造后,与这些结构相关的故障数量也在增加。 这些结构的故障可能会导致灾难性故障,甚至是无法接受的故障。 在遇险方面的表现。失败可能是设计活动的结果,或者 挡土墙的结构或两者的混合体。与设计有关的故障是 通常归因于对现场条件的了解不足,岩土工程不当 考虑的参数,或对地下条件的了解不足。缺乏 墙面设计师,现场土木工程师和/或项目之间的协调 岩土工程师被归因于许多设计失败。许多与设计有关 破坏可以归因于保留土壤中或土壤中存在水。 墙的脚趾,导致无法确定墙后的静水压力 挡土墙或冲刷。与施工相关的故障可能与 偏离合同文件,在过程中缺乏雨水控制 施工,质量控制不佳或缺乏工程设计。该论文将以 众多案例历史讨论了与设计相关的故障 与施工有关的故障。通过说明分段保留的变化 墙故障,与分段挡土墙相关的故障数量可能是 减少。

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