Development and Engineering Application of Cement-Based Full Length Anchoring Material

Shunjie Huang1,2Email

Xiangrui Meng2,#

Guangming Zhao2,#

Zhixi Liu3

School of Civil and Transportation Engineering, Ningbo University of Technology, Ningbo, 315211, China
State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines, Anhui University of Science and Technology, Huainan, 232001, China
School of Architectural Engineering, Tongling University, Tongling, Anhui Province, 244061, China
#: These authors contributed equally to this work and should be considered co-first authors.

Abstract

In response to the anchor cable support failing in deep and complicated geological tunnel conditions, this paper theoretically analyzes the deficiency of end anchor, and innovatively proposes full-length anchor cable anchoring to enhance shear capacity, so as to increase the overall stability of the support system. By improving cement-based materials, it was possible to obtain a novel kind of high-strength anchoring material. The bolt pull-out test and acoustic emission test of the new material were carried out and compared with three kinds of traditional anchoring materials. The experimental findings reveal that the content of fly ash (A) is 15%, expansion agent (B) is 3%, Water Reducer (C) is 0.2%, accelerator (D) is 1%, and Huaqiansu (E) is 1%, the optimal combination of modified anchoring materials can be obtained; the new anchoring material has higher bonding strength and enhanced tensile resistance. It is discovered that the pulling force of the anchor cable is steady after using the new material for full-length anchoring in the project site. It also successfully controls the surrounding rock's deterioration. The roadway surrounding rock maximum displacement was 20-27 mm, the realization of the roadway's stability control.