On consistent nonlinear analysis of soil–structure interaction problems
Nonlinear soil–linear structure computational strategy is commonly accepted in the community of geotechnical engineers using advanced finite element software for solving complex soil–structure interaction problems. However, further design procedure of the structural elements is carried out using inc...
Main Author: | Truty Andrzej |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2018-10-01
|
Series: | Studia Geotechnica et Mechanica |
Subjects: | |
Online Access: | https://doi.org/10.2478/sgem-2018-0019 |
Similar Items
-
Improved Formulation of the Hardening Soil Model in the Context of Modeling the Undrained Behavior of Cohesive Soils
by: Truty Andrzej, et al.
Published: (2015-06-01) -
Simulation of Deep Excavation in Sand by Finite Element Using Hardening Soil Model (HSM)
by: Zuhair Abd Hacheem
Published: (2011-11-01) -
ANALYSIS OF EXCAVATION-INDUCED DEFORMATION WITH DIFFERENT SOIL MODELS
by: MARCIN CUDNY, et al.
Published: (2010-10-01) -
An elastoplastic constitutive model for assessing ground settlements induced by deep excavations
by: El-Arja Hiba, et al.
Published: (2023-09-01) -
Deterministic Numerical Modeling of Soil-Structure Interaction /
by: Grange, Stéphane, editor 641998, et al.
Published: (2021)