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

43 Pages Posted: 30 Sep 2023

See all articles by Zhen Zhong

Zhen Zhong

Shaoxing University

Congqiang Xu

Shaoxing University

Yunjin Hu

Shaoxing University

Fengshou Zhang

Tongji University

Faquan Wu

Shaoxing University

Bo Li

Tongji University

Abstract

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.

Keywords: laboratory friction experiment, rock-gouge assemblage, velocity-strengthening behavior, frictional healing, critical gouge thickness, frictional strength

Suggested Citation

Zhong, Zhen and Xu, Congqiang and Hu, Yunjin and Zhang, Fengshou and Wu, Faquan and Li, Bo, Frictional Strength and Sliding Behaviors of an Analogue Rock-Fault Structure: A Laboratory Study. Available at SSRN: https://ssrn.com/abstract=4588755 or http://dx.doi.org/10.2139/ssrn.4588755

Zhen Zhong

Shaoxing University ( email )

Shaoxing
China

Congqiang Xu

Shaoxing University ( email )

Shaoxing
China

Yunjin Hu

Shaoxing University ( email )

Shaoxing
China

Fengshou Zhang

Tongji University

1239 Siping Road
Shanghai, 200092
China

Faquan Wu

Shaoxing University ( email )

Shaoxing
China

Bo Li (Contact Author)

Tongji University ( email )

1239 Siping Road
Shanghai, 200092
China

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