SinoTechIntel Academic Portal
Official PDF TranslationJournal of Central South University

Characteristics of stress thresholds of granite after triaxial dynamic impact treatment

Authors: PENG Kang; LIU Xu; YIN Xu-yan; ZHANG Yun; CHANG Yang-kai; LUO Song

DOI: 10.1007/s11771-025-6016-1Status: 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 impact numbers cause crack closure, damage, and peak stresses to first rise then decline, while higher confining pressure monotonically increases these thresholds. • Crack damage stresses determined by crack volume strain and acoustic emission methods were compared, revealing consistency and informing method selection. • An improved acoustic emission method, using rise time amplitude and average frequency, accurately identifies crack damage stress and tracks microcrack evolution. • Shear crack proportions first decrease then increase with impact number and decrease with confining pressure; tensile cracks show the opposite trend, aiding rock stability assessment.