1.

Record Nr.

UNINA9910254198803321

Titolo

Holistic Simulation of Geotechnical Installation Processes : Benchmarks and Simulations / / edited by Theodoros Triantafyllidis

Pubbl/distr/stampa

Cham : , : Springer International Publishing : , : Imprint : Springer, , 2016

ISBN

3-319-23159-6

Edizione

[1st ed. 2016.]

Descrizione fisica

1 online resource (255 p.)

Collana

Lecture Notes in Applied and Computational Mechanics, , 1613-7736 ; ; 80

Disciplina

624.151

Soggetti

Engineering geology

Engineering—Geology

Foundations

Hydraulics

Geotechnical engineering

Mechanics

Mechanics, Applied

Geoengineering, Foundations, Hydraulics

Geotechnical Engineering & Applied Earth Sciences

Solid Mechanics

Lingua di pubblicazione

Inglese

Formato

Materiale a stampa

Livello bibliografico

Monografia

Note generali

Description based upon print version of record.

Nota di bibliografia

Includes bibliographical references at the end of each chapters.

Sommario/riassunto

This book examines in detail the entire process involved in implementing geotechnical projects, from a well-defined initial stress and deformation state, to the completion of the installation process.   The individual chapters provide the fundamental knowledge needed to effectively improve soil-structure interaction models. Further, they present the results of theoretical fundamental research on suitable constitutive models, contact formulations, and efficient numerical implementations and algorithms. Applications of fundamental research on boundary value problems are also considered in order to improve the implementation of the theoretical models developed. Subsequent chapters highlight parametric studies of the



respective geotechnical installation process, as well as elementary and large-scale model tests under well-defined conditions, in order to identify the most essential parameters for optimizing the process. The book provides suitable methods for simulating boundary value problems in connection with geote chnical installation processes, offering reliable predictions for the deformation behavior of structures in static contexts or dynamic interaction with the soil.