Data from: Frictional segmentation within a multi-detachment system: Implications for deep seismicity in the southern Sichuan basin, China
Data files
Jun 05, 2026 version files 2.31 MB
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Data_S1.zip
2.30 MB
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README.md
7.41 KB
Abstract
Induced seismicity in the southern Sichuan Basin exhibits a distinctive bimodal depth distribution, with a shallow cluster at 2–3 km associated with shale gas stimulation and a deeper cluster at 5–6 km broadly within Cambrian evaporite-bearing detachments. In such deeper depths (5–6 km), the mechanisms governing deeper earthquake clusters remain poorly constrained due to the limited likelihood of direct fluid migration. Here, we investigate the frictional behavior of evaporite-rich gouges composed of dolomite, gypsum, and halite mixtures in double-direct shear and then evaluate their potential role in controlling deeper fault stability within a multi-detachment system. The experimental results demonstrate systematic compositional controls on both fault strength and stability. Frictional strength varies nonlinearly with composition, with mixed dolomite–evaporite gouges exhibiting the highest strength at intermediate evaporite content. Pure dolomite gouges exhibit only stable sliding and velocity-strengthening behavior, compared to dynamic stick-slip instability in evaporite-bearing mixtures and enhanced velocity-weakening with increasing evaporites. The transition from velocity-strengthening to weakening behavior occurs at a critical evaporite content of ~40 vol.%. These mechanically heterogeneous assemblages therefore combine a capacity for rapid and high stress accumulation with frictional instability and thus yield conditions favorable for earthquake nucleation. In contrast, pure gypsum- and halite-rich gouges, although strongly velocity-weakening, are mechanically weak and less prone to accumulate elastic strain energy over geological timescales. These observations suggest that mechanically heterogeneous dolomite–evaporite intervals may be susceptible to unstable slip under transient stress perturbations and thus host deeper earthquakes within a multi-detachment system.
Dataset DOI: 10.5061/dryad.0000000k6
Description of the data and file structure
Data_S1.zip
The friction-displacement data for all shear experiments on mixed gouges with varying proportions of dolomite, gypsum, and salt.
Authors
Mengke An
Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong 100872, China.
Department of Energy and Mineral Engineering, EMS Energy Institute and G3 Center, The Pennsylvania State University, University Park, PA 16802, USA.
Email: 18800204590@139.com
Rui Huang
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China.
Email: huangrui0512@126.com
Jianye Chen
State Key Laboratory of Earthquake Dynamics, Institute of Geology, China Earthquake Administration, Beijing 100029, China.
Email: jychen@ies.ac.cn
Dongdong Ma
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, 221116, China.
Email: mhhac14@126.com
Zhen Zhong
School of Civil Engineering, Shaoxing University, Shaoxing 312000, China.
Email: zhongzhen@zju.edu.cn
Ziyu Liu
School of Civil Engineering, Shaoxing University, Shaoxing 312000, China.
Email: 17663214439@163.com
Zhengyu Xu
Zhejiang Oilfield Company, PetroChina, Hangzhou 310023, China.
Email: 1500838511@qq.com
Derek Elsworth
Department of Energy and Mineral Engineering, EMS Energy Institute and G3 Center, The Pennsylvania State University, University Park, PA 16802, USA.
Department of Geosciences, The Pennsylvania State University, University Park, PA 16802, USA.
Email: elsworth@psu.edu
File lists (files found within Data_S1.zip)
An_et_al_2026_D100.xlsx
An_et_al_2026_G2D8.xlsx
An_et_al_2026_G4D6.xlsx
An_et_al_2026_G6D4.xlsx
An_et_al_2026_G8D2.xlsx
An_et_al_2026_G100.xlsx
An_et_al_2026_S2D8.xlsx
An_et_al_2026_S4D6.xlsx
An_et_al_2026_S6D4.xlsx
An_et_al_2026_S8D2.xlsx
An_et_al_2026_S100.xlsx
An_et_al_2026_S2G8.xlsx
An_et_al_2026_S4G6.xlsx
An_et_al_2026_S6G4.xlsx
An_et_al_2026_S8G2.xlsx
An_et_al_2026_G100-1 MPa.xlsx
An_et_al_2026_S100-1 MPa.xlsx
File description
- An_et_al_2026_D100.xlsx – This file contains the experimental data for pure dolomite gouge (Experiment number: D100) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_G2D8.xlsx – This file contains the experimental data for mixed dolomite-gypsum gouge (Experiment number: G2D8) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_G4D6 – This file contains the experimental data for mixed dolomite-gypsum gouge (Experiment number: G4D6) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_G6D4.xlsx – This file contains the experimental data for mixed dolomite-gypsum gouge (Experiment number: G6D4) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_G8D2.xlsx – This file contains the experimental data for mixed dolomite-gypsum gouge (Experiment number: G8D2) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_G100.xlsx – This file contains the experimental data for pure gypsum gouge (Experiment number: G100) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S2D8.xlsx – This file contains the experimental data for mixed dolomite-salt gouge (Experiment number: S2D8) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S4D6.xlsx – This file contains the experimental data for mixed dolomite-salt gouge (Experiment number: S4D6) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S6D4.xlsx – This file contains the experimental data for mixed dolomite-salt gouge (Experiment number: S6D4) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S8D2.xlsx – This file contains the experimental data for mixed dolomite-salt gouge (Experiment number: S8D2) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S100.xlsx – This file contains the experimental data for pure salt gouge (Experiment number: S100) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S2G8.xlsx – This file contains the experimental data for mixed salt-gypsum gouge (Experiment number: S2G8) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S4G6.xlsx – This file contains the experimental data for mixed salt-gypsum gouge (Experiment number: S4G6) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S6G4.xlsx – This file contains the experimental data for mixed salt-gypsum gouge (Experiment number: S6G4) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S8G2.xlsx – This file contains the experimental data for mixed salt-gypsum gouge (Experiment number: S8G2) sheared under dry conditions at a normal stress of 4 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_G100-1 MPa.xlsx – This file contains the experimental data for pure gypsum gouge (Experiment number: G100-1) sheared under dry conditions at a normal stress of 1 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
- An_et_al_2026_S100-1 MPa.xlsx – This file contains the experimental data for pure salt gouge (Experiment number: S100-1) sheared under dry conditions at a normal stress of 1 MPa. Columns 1 and 2 show the measured shear displacement and coefficient of friction, respectively.
