Experimental and numerical studies on mechanical behavior of pre-stressed infilled rock joints subjected to horizontal vibration loading

Underground jointed rock masses are usually subjected to a coupled effect of static pre-stress and vibration disturbance from rock-cutting in Tunnel Boring Machines (TBMs) tunneling. To investigate the mechanical behavior of pre-stressed infilled rock joints disturbed by horizontal vibration loading...

Full description

Bibliographic Details

Published in:	Case Studies in Construction Materials
Main Authors:	Bailong Ma, Kai Zhang, Tao Jiang, Yuezhang Zhu
Format:	Article
Language:	English
Published:	Elsevier 2024-07-01
Subjects:	Infilled rock joints Static pre-stress Horizontal vibration loading PFC2D Damage characteristics Failure mechanism
Online Access:	http://www.sciencedirect.com/science/article/pii/S2214509523008951