Analysis of anchoring mechanism of fully grouted prestressed anchor

Wen Zhi-jie, Zhu Wu Zhu, Chen Lian-jun, Wen Jin-hao

Research output: Contribution to journalArticleScientificpeer-review

Abstract

Some researchers have been carried out on analysis of the influence of the full grouted prestressed anchor shape of borehole wall on its carrying capacity. Based on the self-affine fractal feature of anchor borehole wall structural plane, the relation equation among structural plane shear strength, liquid injection pressure, tensile load and structural plane fractal dimension D was built, the instability judgment criterion of anchoring bearing strata and rock structural plane was determined, the solving equations of disintegrated rock support density were derived. Based on the experimental results, the theoretical basis of support design under the disintegrated rock condition was offered.

Original languageEnglish
Pages (from-to)15-20
Number of pages6
JournalJournal of Engineering Science and Technology Review
Volume7
Issue number1
Publication statusPublished - 2014
MoE publication typeA1 Journal article-refereed

Keywords

  • Anchoring mechanism
  • Fractal dimensions
  • Structural mode
  • Wholly grouted

Fingerprint Dive into the research topics of 'Analysis of anchoring mechanism of fully grouted prestressed anchor'. Together they form a unique fingerprint.

Cite this