SinoTechIntel Academic Portal
Official PDF TranslationJournal of Central South University

Shear mechanical properties and debonding failure mechanisms of bolt-resin-rock anchoring system with anisotropic interfaces

Authors: NIE Xin-xin; YIN Qian; TAO Zhi-gang; GUO Long-ji; RIABOKON Evgenii; ZHU De-fu; XIE Liang-fu; ZHA Wen-hua; WANG Lin-feng; REN Ya-jun

DOI: 10.1007/s11771-025-6009-0Status: Verified Translated Edition
Sponsored AdvertisementAd Placement Area
reCAPTCHA Bot Shield Active

Preparing Secure Academic Download

Verifying human reader & generating high-resolution document...

Verifying Document Integrity15s remaining
← Back to Article
Protected by Google reCAPTCHA v3.PrivacyTerms
Sponsored ContentAdSense In-Feed Ad Slot

Key Findings in This Report

• Increasing normal load (Fs) or normal stiffness (K) reduces initial shear slip and significantly enhances peak shear load and shear modulus, with increases up to 210.32% and 177.06%, respectively. • Higher shear rate (v) amplifies initial shear slip but reduces peak shear load by 38.57% and shear modulus by 37.03%, indicating rate-dependent mechanical weakening. • Under increasing Fs and K or decreasing v, the debonding failure surface shifts from the resin-rock interface to the resin-bolt interface, with failure mode transitioning from tensile rupture of resin to shear-off at the resin surface. • Initial shear dilation marks the onset of shear failure surface formation along anisotropic interfaces, which is critical for predicting debonding initiation and designing more reliable anchorage systems.