Structural parameter variation working on the performance of anti-uplift multibell underreamed anchors

• Published in: Scientific reports Vol. 12; no. 1; p. 15015
• Main Authors: Chen, Chen, Xia, Yuanyou, Lin, Manqing, Ni, Qing
• Format: Journal Article
• Language: English
• Published: London Nature Publishing Group UK 02.09.2022; Nature Publishing Group; Nature Portfolio
• Subjects: 639/166; 639/166/986; Civil engineering; Concrete; Efficiency; Humanities and Social Sciences; Investigations; multidisciplinary; Science; Science (multidisciplinary)
• ISSN: 2045-2322; 2045-2322
• DOI: 10.1038/s41598-022-19353-8

The structural parameters of multibell underreamed anchors play a crucial role in anchoring performance. The parameters of multibell underreamed anchor investigations are helpful when exploring optimized anchor structures. Based on the results of small-scale physical modelling tests, two types of multibell underreamed anchors were adopted under vertical uplifting loads. Numerical investigations were employed to study the effect of bell spacing, underream structure and bell dimension on the ultimate uplift bearing capacity. After an analysis of the anchorage mechanism, the anchoring efficiency was evaluated by the anchoring force provided by the unit concrete usage of the anchor, and the structural parameter λ equal to the surface area ratios of the expanded bell cone to the straight shaft between bells was defined. Then, the anchoring efficiency optimized structural parameters were presented. An analysis of model tests and simulation results showed that compared to concave bell surfaces, the convex shape could enhance the ultimate bearing capacity of a multibell underreamed anchor. There is an optimal value for the spacing of neighbouring bells, and there are three models of mechanisms for multibell anchors pulling out. When λ  ∈ [1, 1.8], the multibell anchors can perform most efficiently to achieve their structural advantages.