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Holistic Simulation of Geotechnical Installation Processes Theoretical Results and Applications /

This book provides recent developments and improvements in the modeling as well as application examples and is a complementary work to the previous Lecture Notes Vols. 77 and 80. It summarizes the fundamental work from scientists dealing with the development of constitutive models for soils, especia...

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Detaylı Bibliyografya
Müşterek Yazar: SpringerLink (Online service)
Diğer Yazarlar: Triantafyllidis, Theodoros (Editör)
Materyal Türü: e-Kitap
Dil:İngilizce
Baskı/Yayın Bilgisi: Cham : Springer International Publishing : Imprint: Springer, 2017.
Edisyon:1st ed. 2017.
Seri Bilgileri:Lecture Notes in Applied and Computational Mechanics, 82
Konular:
Online Erişim:Full-text access
OPAC'ta görüntüle
İçindekiler:
  • Adaptive management evaluation of the SQBRC excavation
  • Stress paths on displacement piles during monotonic and cyclic penetration
  • Contribution to the non-Lagrangian formulation of geotechnical and geomechanical processes
  • Experimental investigation of vibratory pile driving in saturated sand
  • FE simulation of model tests on vibratory pile driving in saturated sand. - Some aspects of the boundary value problems for the cyclic deformation of soil
  • Computer aided calibration, benchmarking and check-up of constitutive models for soils
  • Simulation of cyclic loading conditions within fluid-saturated granular media
  • Strategies to apply soil models directly as friction laws in soil structure interactions
  • A zero elastic range hypoplasticity model for sand
  • Cyclic response of natural onsoy clay
  • Numerical investigations of the effects of dynamic construction processes on deep excavation walls
  • Total and quasi-elastic strains due to monotonous and low-cycle loading by means of experimental and numerical element tests
  • Constitutive model for viscous clays under the ISA framework
  • Evaluating the performance of an ISA-hypoplasticity constitutive model on problems with repetitive loading.