M
Ming-Lang Lin
Researcher at National Taiwan University
Publications - 27
Citations - 947
Ming-Lang Lin is an academic researcher from National Taiwan University. The author has contributed to research in topics: Landslide & Thrust fault. The author has an hindex of 11, co-authored 26 publications receiving 757 citations.
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The Tsaoling landslide triggered by the Chi-Chi earthquake, Taiwan: Insights from a discrete element simulation
Chao-Lung Tang,Jyr-Ching Hu,Jyr-Ching Hu,Ming-Lang Lin,Jacques Angelier,Chia-Yu Lu,Chia-Yu Lu,Yu-Chang Chan,Yu-Chang Chan,Hao-Tsu Chu,Hao-Tsu Chu +10 more
TL;DR: In this paper, a 2D discrete element model (PFC2D) is used to simulate the kinematic behavior of a major landslide triggered by the Chi-Chi earthquake in Taiwan.
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Statistical approach to earthquake-induced landslide susceptibility
TL;DR: In this paper, a statistical methodology that uses the intensity of earthquake shaking as a landslide triggering factor was proposed. But the results show that it can accurately interpret landslide distribution in the study area and predict the occurrence of landslides in neighboring regions.
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The deformation of overburden soil induced by thrust faulting and its impact on underground tunnels
TL;DR: In this article, the deformation behavior of the overburden soil beds and the tunnel, the associated mechanism and the impact on the safety of tunnel linings induced by a large blind thrust slip was studied.
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Deformation of overburden soil induced by thrust fault slip
TL;DR: In this paper, the authors explored the processes of thrust faulting within overburden soil and examined the influences of corresponding factors or parameters under a range of boundary conditions using physical models and numerical analysis for both small-scale and full-scale configurations.
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Evolution of the large landslide induced by Typhoon Morakot: A case study in the Butangbunasi River, southern Taiwan using the discrete element method
Cheng-Han Lin,Ming-Lang Lin +1 more
TL;DR: In this article, the authors divided the Butangbunasi River large landslide into five slope units, namely A, B, C, D and E landslide events, to recognize the mechanism of the large landslide, and the simulation by using the Particle Flow Code 3D (PFC3D), which is based on the discrete element method, provided the kinematic process.