Simplified simulation of the installation of vibro-piles in water saturated soil

This paper presents a novel and simplified approach to simulate the effects of the vibro-pile installation on the deformation of deep excavation shoring walls at high ground water levels. Although commonly-used finite element simulations provide acceptable predictions of the wall displacements cause...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2019-06, Vol.121, p.491-498
Hauptverfasser:	Grandas-Tavera, C.E., Vogelsang, J., Triantafyllidis, Th
Format:	Artikel
Sprache:	eng
Schlagworte:	Accumulation Amplitudes Anchors Computer simulation Constitutive models Cyclic loads Deep excavation Deformation Deformation effects Deformation mechanisms Dewatering Diaphragm wall Displacement Effective stress Elastoplasticity Excavation Finite element method Groundwater Groundwater levels High-cyclic loading Hypoplasticity Installation Liquefaction Mathematical analysis Mathematical models Saturated soils Shoring Simulation Soil stresses Soil water Strain Underwater Underwater construction Vibro-pile installation Water levels
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