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Research Progress on Stability of Slurry Wall Trench of Underground Diaphragm Wall and Design Method of Slurry Unit Weight

机译:地下隔膜墙泥浆槽稳定性研究进展及浆料单位重量设计方法

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This paper performs an extensive literature survey and example investigation on the stabilisation of slurry wall trenches during the construction of diaphragm wall panel trenches, and the failure modes of slurry wall trench instability, the stability theoretical analysis models and methods, the slurry formation and its protection mechanism, the influence of related factors on slurry wall trench stabilisation, and other related problems are summarized and analyzed emphatically. And then, based on the limit equilibrium analysis method, the mechanical models of the overall stability and local stability of the trench wall are established, respectively, and the design method of slurry unit weight is derived to ensure the stability of the trench wall. Furthermore, an example application shows that the established slurry unit weight design method is reliable. At last, this paper also proposes the focus and direction for follow-up work, that is, to construct an accurate and effective theoretical analysis model of slurry wall trench instability considering the influence of multiple factors and the calculation method of the slurry cake and its mechanical or mathematical relationship with slurry quality.
机译:本文对膜片墙板沟槽施工期间进行了广泛的文献调查和对浆料墙沟稳定的示例性调查,以及浆料壁沟槽不稳定的故障模式,稳定性理论分析模型和方法,浆料形成及其保护机制,相关因素对浆料壁沟槽稳定的影响,并重视其他相关问题。然后,基于极限平衡分析方法,分别建立了沟槽壁的整体稳定性和局部稳定性的机械模型,衍生浆料单元重量的设计方法,以确保沟槽壁的稳定性。此外,示例应用表明,所建立的浆料单元重量设计方法是可靠的。最后,本文还提出了后续工作的重点和方向,即考虑到多种因素的影响及其浆果饼的计算方法,构建浆料壁沟槽不稳定的准确和有效的理论分析模型与浆料质量的机械或数学关系。

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