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TIB reading rooms collection

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  1. A fully coupled method for massively parallel simulation of hydraulically driven fractures in 3‐dimensions

    Settgast, Randolph R | Online Contents | 2017

  2. Fully coupled simulation of a hydraulic fracture interacting with natural fractures with a hybrid discrete‐continuum method

    Zhang, F | Online Contents | 2017

  3. Selection of sand models and identification of parameters using an enhanced genetic algorithm

    Yin-Fu Jin | Online Contents | 2016

  4. Fully coupled simulation of a hydraulic fracture interacting with natural fractures with a hybrid discrete-continuum method

    Zhang, F | Online Contents | 2017

  5. Thermoplasticity and strain localization in transversely isotropic materials based on anisotropic critical state plasticity

    Semnani, Shabnam J | Online Contents | 2016

  6. The effect of pore water pressure on tunnel face stability

    Pan, Qiujing | Online Contents | 2016

  7. Coupling of solid deformation and pore pressure for undrained deformation—a discrete element method approach

    Cui, Yifei | Online Contents | 2017

  8. A multiscale framework for the simulation of the anisotropic mechanical behavior of shale

    Li, Weixin | Online Contents | 2017

  9. A multiscale framework for the simulation of the anisotropic mechanical behavior of shale

    Li, Weixin | Online Contents | 2017

  10. Numerical analysis of the geotechnical behaviour of energy piles

    Di Donna, AIice | Online Contents | 2015

  11. Generation of a realistic 3D sand assembly using X-ray micro-computed tomography and spherical harmonic-based principal component analysis

    Zhou, B | Online Contents | 2017

  12. Discrete element method modeling of inherently anisotropic rocks under uniaxial compression loading

    K Duan | Online Contents | 2016

  13. Numerical modelling of landslide‐generated waves with the particle finite element method (PFEM) and a non‐Newtonian flow model

    Salazar, F | Online Contents | 2016

  14. Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method

    Bandara, Samila | Online Contents | 2016

  15. Analytical solutions for Euler‐Bernoulli Beam on Pasternak foundation subjected to arbitrary dynamic loads

    Yu, H | Online Contents | 2017

  16. Extended CFD–DEM for free‐surface flow with multi‐size granules

    Jing, L | Online Contents | 2016

  17. Peridynamics simulations of geomaterial fragmentation by impulse loads

    Lai, Xin | Online Contents | 2015

  18. Slope stability analysis using evolutionary optimization techniques

    Gandomi, A.H | Online Contents | 2017

  19. Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method

    Samila Bandara | Online Contents | 2016

  20. Evaluation of material point method for use in geotechnics

    Sołowski, W. T | Online Contents | 2015
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