학술논문

Experimental Study on Static and Dynamic Compression Mechanical Properties of Filled Rock Joints
Document Type
article
Source
Latin American Journal of Solids and Structures. January 2020 17(3)
Subject
Filled rock joint
Static compression
Dynamic impact
Mechanical properties
Joint thickness
Language
English
ISSN
1679-7825
Abstract
The static and dynamic compression mechanical properties of the prefabricated artificial filled rock joints specimens with different fillings and different joint thicknesses are tested, respectively. Then, the strength, deformation, wave propagation and energy dissipation laws of the filled joints are analyzed. The experimental results show that the static and dynamic compression strength of filled joints increases with the strength of filling materials while decreases with the filling thickness. The deformation characteristics of filled joints under static and dynamic compression are positively correlated with the properties of filling materials and the thickness of filled joints. With the increasing of the filling thickness, the reflection coefficient increases while the transmission coefficient decreases. With the increase of the strength of the fillings, the reflection coefficient decreases while the transmission coefficient increases. The energy dissipation ratio decreases with the increase of the filliing thickness and increases with the increase of the strength of the filling material.