Modeling in geotechnical engineering
Intro -- Modeling in Geotechnical Engineering -- Copyright -- Contents -- Contributors -- Chapter 1: A model adaptation framework for mechanized tunneling: Subsoil uncertainty consideration from observation to c ... -- Introduction -- Uncertainty quantification -- Sensitivity analysis -- Back analys...
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| Weitere Verfasser: | , , , |
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| Format: | UnknownFormat |
| Sprache: | eng |
| Veröffentlicht: |
London, San Diego, Cambridge, MA, Oxford
Elsevier
2021
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Tag hinzufügen | Zusammenfassung: | Intro -- Modeling in Geotechnical Engineering -- Copyright -- Contents -- Contributors -- Chapter 1: A model adaptation framework for mechanized tunneling: Subsoil uncertainty consideration from observation to c ... -- Introduction -- Uncertainty quantification -- Sensitivity analysis -- Back analysis -- Optimal experimental design -- Methods -- Examples -- Reliability analysis -- Case study -- Machine learning -- Methods -- Model configuration -- Final remarks -- Acknowledgments -- References -- Chapter 2: Prediction of lateral and oblique load for batter pile group using GRNN, NN, and ANFIS -- Introduction -- Generalized regression neural network -- Adaptive neuro-fuzzy inference system (ANFIS) -- Choice of membership function -- Neural network (NN) -- Methodology and data set -- Model tank -- Soil used -- Model pile -- Pile caps -- Testing procedure -- Analysis and detail of GRNN and NN -- Results and discussion -- Effect of batter angle (θ) on batter pile group under lateral load test -- Sensitivity analysis -- Parametric analysis -- Effect of angle of oblique load (α) on batter pile group under oblique load test -- Sensitivity analysis -- Parametric analysis -- Conclusions -- References -- Chapter 3: Non-Euclidean model of rock masses -- Introduction -- Detailed theory -- Transition from the classical model to the non-Euclidean one -- Heuristic recipe of getting the equation for the incompatibility function -- Stress function of the non-Euclidean model and the internal stresses -- Description of rock mass damage at great depths -- The stress field -- Nonclassical boundary conditions -- Criteria of failure -- Some results -- Conclusions -- Acknowledgments -- References -- Chapter 4: A guide to modeling the geotechnical behavior of soils using the discrete element method -- Introduction -- DEM algorithm -- Boundary types -- Particle types. |
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| Beschreibung: | xiii, 502 Seiten Illustrationen |
| ISBN: | 9780128212059 978-0-12-821205-9 |