Che-Ming Yang

ORCID: 0000-0003-4320-4938
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About
Contact & Profiles
Research Areas
  • earthquake and tectonic studies
  • Rock Mechanics and Modeling
  • Geological and Geochemical Analysis
  • Landslides and related hazards
  • High-pressure geophysics and materials
  • Methane Hydrates and Related Phenomena
  • Structural Analysis and Optimization
  • Geology and Paleoclimatology Research
  • Geotechnical Engineering and Underground Structures
  • Optical measurement and interference techniques
  • Geotechnical Engineering and Analysis
  • Agriculture, Soil, Plant Science
  • Seismic Imaging and Inversion Techniques
  • Advanced Fiber Optic Sensors
  • Marine and Coastal Research
  • Metal Forming Simulation Techniques

National Central University
2014-2016

Tsaoling landslide is the largest and best documented among several large landslides induced by 1999 Taiwan Chi-Chi earthquake. Pliocene sedimentary rocks of about 125 Mm3 in volume slid along very flat bedding planes dipping 14° with an average speed 35–40 m/s for 1650 m, before hitting bank Chinshui River during landslide. Detailed analysis DTMs after earthquake using a GIS software leads to accurate determination locations centroids mass, revealing horizontal vertical displacements 2524 m...

10.1016/j.enggeo.2014.08.008 article EN cc-by Engineering Geology 2014-08-19

Pliocene sedimentary rocks of about 130 Mm3 in volume slid along bedding planes dipping by 14°, with an average speed 35 m/s, during the Tsaoling landslide. We conducted friction experiments to reproduce initiation processes this landslide, idealizing landslide movements earthquake as accelerating/decelerating motion. Experiments were done on shale from field, at 3 MPa normal stress corresponding overburden pressure. Results indicate that motion causes weakening and strengthening each...

10.1002/2013gl059169 article EN Geophysical Research Letters 2014-03-17

The critical taper model has been widely used to evaluate the strength contrast between wedge and basal detachment of fold-and-thrust belts accretionary wedges. However, determination parameters using traditional model, which adopts Mohr–Coulomb failure criterion, is difficult, if not impossible. In this study, we propose a modified that incorporates non-linear Hoek–Brown criterion. in proposed CHBW can be directly evaluated via field investigations laboratory tests. Meanwhile, function...

10.1016/j.tecto.2016.04.026 article EN cc-by-nc-nd Tectonophysics 2016-04-16
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