Skip to content

Author

Hang Lin

We have 3 of 92 papers

We haven’t gathered this author’s papers yet. Follow them and we’ll fetch their work.

Not the right person? Other researchers publish under this name.

Open access Jul 2026

Estimation of Rock Shear Strength Parameters from Geophysical Indicators Using an Equilibrium-Optimized Multilayer Perceptron

A hybrid machine learning framework for estimating cohesion and internal friction angle from geophysical and mechanical indicators is developed and provides an indirect data-driven tool for estimating shear strength parameters and can complement engineering-geological investigation and rock engineering design.

Bao-Hua Liu, Ze Xiang, Hang Lin · 0 citations
Jul 2026

Transmission of Seismic Waves With Tensile Components Across Cemented Rock Discontinuities Exhibiting Tension‐Softening Behavior

Fault slip involves not only shear but also tensile motions, causing repeated opening and closure of fault‐zone discontinuities. This cyclic deformation progressively changes the mechanical stiffness, fundamentally impacting seismic wave transmission. However, most existing analytical models neglect tensile components. This study develops a unified analytical framework combining the established Barton‐Bandis (BB) model for compressive deformation with a proposed inverse hyperbolic‐linear (iHL) model to describe tensile loading and unloading behaviors of cemented rock fractures. Integrating this model into a displacement discontinuity model and method of characteristics, we present the analytical solution that simultaneously accounts for compression‐hardening and tension‐softening effects on stress wave propagation. The BB‐iHL model uses an effective stiffness evolving dynamically with the instantaneous stress state, enabling quantitative prediction of stress wave transmission during earthquake cycles. Validation against split Hopkinson pressure and tension bar experiments confirms the model's ability to reproduce more realistic wave propagation. Results demonstrate that tensile stiffness degradation strongly influences wave transmission coefficients, particularly at low frequencies and amplitudes, and that ignoring tensile effects underestimates transmitted energy and waveform complexity. A case study based on seismic data from the 2008 Wenchuan earthquake illustrates the potential of the proposed framework for analyzing field‐scale seismic wave transmission. These findings underscore the critical role of tensile deformation in fault‐zone dynamics and highlight the proposed model as a tool for more accurate seismic wave modeling and earthquake hazard assessment.

Dongya Han, Yongjia Hu, Kaihui Li et al. · 0 citations

We use cookies to run the site and, with your consent, for analytics and to show ads. See our Cookie Policy.