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On the delayed failure of geotechnical structures in low permeability ground.

Author: Roberto Schürch
Publisher: Zürich : Vdf Hochschulverlag AG an der ETH Zürich, 2018.
Series: Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich.
Edition/Format:   eBook : Document : EnglishView all editions and formats
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Genre/Form: Electronic books
Additional Physical Format: Print version:
Schürch, Roberto.
On the delayed failure of geotechnical structures in low permeability ground.
Zürich : vdf Hochschulverlag AG an der ETH Zürich, ©2018
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Roberto Schürch
ISBN: 9783728138576 3728138576
OCLC Number: 1036760844
Notes: 5.3.3.2 Simulation results for the test under water vapour.
Description: 1 online resource (217 pages)
Contents: On the delayed failure of geotechnical structures in low permeability ground; Vorwort; Acknowledgments; Abstract; Zusammenfassung; Table of contents; 1. Introduction; 1.1 Problem definition; 1.1.1 Delayed failure; 1.1.2 Stand-up time; 1.2 Current state of research; 1.2.1 Numerical studies; 1.2.2 Field tests and physical modelling; 1.3 Objectives and structure of the thesis; 1.4 Computational method; 2. Structural softening; 2.1 Introduction; 2.2 Reduction factor; 3. Manifestations of delayed failure; 3.1 Introduction; 3.2 Problem setup and computational model; 3.3 Mohr-Coulomb material. 3.3.1 Stability under undrained or drained conditions3.3.2 Coupled analysis for dilatant plastic behaviour; 3.3.2.1 Displacement rate; 3.3.2.2 Pore pressure, stress and strain development; 3.3.2.3 Comments on the steady state; 3.3.2.4 On the possible effect of an increase in permeability; 3.3.2.5 Estimating stand-up time; 3.3.3 Coupled analysis for isochoric plastic behaviour; 3.3.3.1 Displacement rate; 3.3.3.2 Development of pore pressures, strains and stresses; 3.3.3.3 Reason of numerical instability; 3.3.3.4 Estimating stand-up time; 3.3.3.5 Influence of the loading on the bottom boundary. 3.4 Coupled analysis for Modified Cam Clay material3.4.1 Assumptions; 3.4.2 Development of pore pressures, strains and stresses; 3.4.3 Effect of OCR on stand-up time; 3.5 Conclusions; 4. Mesh dependency; 4.1 Introduction; 4.2 Underwater vertical cut; 4.2.1 Inclination of the sliding surface; 4.2.2 Critical strength parameters; 4.2.3 Stand-up time; 4.3 Biaxial problem; 4.3.1 Problem definition; 4.3.2 Analytical solution for the estimation of the stand-up time; 4.3.2.1 Derivation; 4.3.2.2 Upper and lower limit of the stand-up time; 4.3.3 Numerical estimation of the stand-up time. 4.3.3.1 Computational model4.3.3.2 Shear band propagation mechanism; 4.3.3.2.1 Elastic behaviour at early excess pore pressure dissipation stage; 4.3.3.2.2 Onset of yielding; 4.3.3.2.3 The numerical identification of structural softening; 4.3.3.2.4 The stress re-distribution process; 4.3.3.3 Stand-up time; 4.3.3.4 Influence of the element size on the stand-up time; 4.3.3.4.1 Numerical results; 4.3.3.4.2 Interpretation; 4.3.3.4.3 The effect of the discretization on the propagation speed; 4.3.3.4.4 Stand-up time estimation for very thin shear bands; 4.4 Conclusions; 5. Uniaxial loading tests. 5.1 Introduction5.2 Experimental study; 5.2.1 Material and methods; 5.2.1.1 Specimen preparation; 5.2.1.2 Installation of pore pressure transducers; 5.2.1.3 Testing device and procedure; 5.2.1.4 Material parameters; 5.2.2 Results; 5.2.2.1 Pore pressure evolution during the pre-test phase; 5.2.2.2 Underwater tests; 5.2.2.3 Tests executed under water vapour; 5.3 Numerical study; 5.3.1 Computational model; 5.3.2 Computational steps; 5.3.2.1 MCC model; 5.3.2.2 MC model; 5.3.3 MCC model results; 5.3.3.1 Simulation results for the underwater test.
Series Title: Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich.

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