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Barley, A.D., Payne, W.D. and McBarron, P.L. (1999) Six Rows of High Capacity Removable Anchors Support Deep Soil Mix Cofferdam. Proceedings of the 12th European Conference on Soil Mechanics and Geotechnical Engineering, Amsterdam, 7-10 June 1999, 1465- 1471.

has been cited by the following article:

• TITLE: Review on the Anchoring Mechanism and Application Research of Compression-Type Anchor

  AUTHORS: Jiansheng Tian, Li Hu

  KEYWORDS: Tension-Type Anchor, Compression-Type Anchor, Grout Body, Fixed End

  JOURNAL NAME: Engineering, Vol.8 No.11, November 9, 2016

  ABSTRACT: To apply the compression-type anchor to deep roadways, this paper analyzes and summaries the bearing mechanism, shear stress distribution of the grout body and engineering application of the compression-type anchor. The analysis shows that the compression-type anchor has the advantages of reasonable grout body stress form, high loading capacity, good corrosion resistance and durability. The analysis also indicates that further study on the stress distribution of the compression-type anchor’s grout body and the design of a new compression-type anchor with high strength initial support, simple structure, and small diameter that is suitable for the surrounding rock in deep roadway engineering is necessary to apply compression-type anchor supporting technology to the deep roadway.