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Case studies on application of sandwich connection design for shored reinforced earth walls

机译:夹层连接设计对血管钢筋接地墙体的应用案例研究

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Following a paper presented by the primary author at the 17th ICSMGE Conference in 2009, projects have been constructed using the concept presented on sandwich connection design for shored reinforced earth walls (SREW). SREW is a technology that combines the relative flexibility of a Mechanically Stabilized Earth (MSE) design in close proximity to an anchored or otherwise stabilized wall face with limited lateral space between. Rather than directly connecting the anchored wall face to the MSE section, a "Sandwich Connection" concept using overlapping reinforcements between the new wall fascia and existing stabilized face is employed. This paper presents case studies on three projects in the United States where the sandwich connection was used as a basis for design and construction. In two of the projects, connections were made to existing MSE walls where roadway widening was performed, and in a third project the connections were made to a conventional timber and H pile shored retaining wall. In all cases, the annular space between the existing and new retaining wall faces was less than 60% of the overall wall heights. The case studies will present several issues that were evaluated and resolved including selection and positioning of reinforcements and attachments, selection and installation of backfill, drainage, accommodating settlements and introducing seismic evaluations into design considerations using numerical modelling. A further finding in use of SREW near existing structures was the need to address extending upper reinforcing elements to prevent displacement and reflective cracking in the pavements supported by highway widening in the noted projects.
机译:在2009年第17届ICSMGE会议上由初级作者提出的论文之后,已经使用了Sandwich连接设计的概念来构建了用于Shored Contion Bearl墙(SREW)的概念。 Srew是一种技术,它将机械稳定的地球(MSE)设计在靠近锚定或以其他方式稳定的壁面附近,与其之间的有限空间有限的锚固壁面相结合。采用了使用新墙体筋膜和现有稳定面之间的重叠增强的“三明治连接”概念而不是直接将锚定壁面连接到MSE部分。本文提出了对美国三个项目的案例研究,其中三明治连接被用作设计和施工的基础。在两个项目中,对现有的MSE墙进行连接,在进行巷道扩大,并且在第三个项目中,连接到传统的木材和H桩挡挡挡土墙。在所有情况下,现有和新的挡墙面之间的环形空间小于整体壁高的60%。案例研究将提出评估和解决的若干问题,包括选择和定位加强和附件,选择和安装回填,排水,适应定居点,并使用数值模拟将地震评估引入设计考虑因素。在现有结构附近使用Srew的进一步发现是需要解决延伸的上增强元件,以防止在所指出的项目中推广的公路支持的路面中的位移和反射裂缝。

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