Model Test of Mechanical Characteristics of Cantilever Retaining Wall with Mutual Anchor

Zhang, Hong Bo; Song, Xiu Guang; Jiang, Jian Hong; Zang, Ya Nan; Dou, Zhi Gang

doi:10.4028/www.scientific.net/amm.90-93.508

Cited by 1 publication

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“…Present study is limited to single layer or single anchor, without considering the influence of anchors at other position. Based on the indoor model test (Zhang et al, 2011;Zhu & Luo, 2008), using ABAQUS finite element numerical simulation, with the comprehensive analysis of the results of the experiment and numerical simulation, the ultimate pullout force is acquired in the interaction of double layer anchors, and the anchor pullout force along the length and the distributions of the lateral earth pressure was analyzed.…”

Section: Introductionmentioning

confidence: 99%

Study on Ultimate Pullout Force of Grouting Anchors of the Anchor-Pull Retaining Wall

Yu¹,

Song²,

Li³

et al. 2014

GEP

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Determination of the grouting anchor pullout force is a key step during the design of anchor-pull retaining wall, but it is mostly determined relied on empirical formula at present, and the rationality and the safety cannot be effectively guaranteed. Based on the engineering case of the gravity retaining wall of Qinglin Freeway, the model test was designed, and combined with the results of the ABAQUS finite element numerical analysis, it was analyzed that how the anchor axial pulling force distributes. The results showed that the force of the anchor near the wall bolt was large and which far from the wall was small and the ultimate pullout force was proportional to the length, diameter and shear strength. When the end tension of the anchor was small, the top load played a leading role on the anchor tension. This conclusion confirmed the calculation formula of ultimate pullout force was and provided a theoretical basis for anchor-pull retaining wall design and calculation.

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Section: Introductionmentioning

confidence: 99%