文献类型：期刊文献

英文题名：Frictional Strength and Sliding Behaviors of an Analogue Rock-Fault Structure: A Laboratory Study

作者：Zhong, Zhen[1,2]; Xu, Congqiang[1]; Hu, Yunjin[1,2]; Zhang, Fengshou[3,4]; Wu, Faquan[1,2]; Li, Bo[3,4]

机构：[1] School of Civil Engineering, Shaoxing University, Shaoxing, 312000, China; [2] Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing University, Shaoxing, 312000, China; [3] Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China; [4] Key Laboratory of Geotechnical & Underground Engineering, Ministry of Education, Tongji University, Shanghai, 200092, China

年份：2023

外文期刊名：SSRN

收录：EI(收录号：20230336809)

语种：英文

外文关键词：Fracture - Friction - Stability - Surface roughness

外文摘要：Preexisting faults exert a dominant control on frictional strength and stability of faulted crusts. However, the complex interplay between fault and surrounding rocks and their influences on frictional behaviors of fault zones remain poorly known. Here, we mimic natural fault-rock binary structures with rock-gouge assemblages made of fractured granite with or without gouge sandwiched inside. Then, we quantitatively assessed the frictional strength and sliding stability of the granite fractures by performing velocity stepping (VS) and slide-hold-slide (SHS) experiments. The VS results reveal a positive relationship between friction coefficient and velocity jump, indicating a velocity strengthening behavior. Besides, friction coefficient of fractured granite is found to be susceptible to gouge thickness and fracture roughness, while it is less affected by normal stress. According to the SHS experiments, frictional healing (Δμ) is scaled logarithmically with hole time, this linear link is mainly caused by the logarithmic grow in contact area during the hold period. By comparing the pre- and post- shear surfaces, it is found that the fractures with rougher surface and thinner gouge infilled suffer more severe damage in the post- shear surface, reflecting the dominant impacts of gouge and fracture roughness on the frictional sliding behaviors. Accordingly, three modes, namely fracture-surface-dominant, mix, and gouge-dominant modes, are proposed to characterize frictional sliding of fractured granite. Moreover, a threshold, termed as the critical gouge thickness, is identified based on friction evolutions, exceeding of the critical gouge thickness will motivate the transitions of the sliding modes, and thus affect the frictional strength and stability. This study designed and conducted rock friction experiments, as a laboratory earthquake, on rock-gouge assemblages, the frictional strength and sliding stability of which were thoroughly explored, and therefore it shed light on the complex interplay of surrounding rocks with gouge in dominating the frictional properties of natural fault zones. ? 2023, The Authors. All rights reserved.