Deterministic Numerical Modeling of Soil Structure Interaction

3 Chapter 3Table 3.1. Model parameters (source: from [NUN 13])

4 Chapter 4Table 4.1. Shape factors for the bearing capacity of circular, rectangular and s...Table 4.2. Description of the constants of the elastoplastic macroelement Table 4.3. Description of the constants of the hypoplastic macroelement Table 4.4. Geometric characteristics of the structural elements of the viaduct Table 4.5. Constants of the elastoplastic macroelement adopted in the numerical ...Table 4.6. Constants of the hypoplastic macroelement adopted in the numerical si...

5 Chapter 5Table 5.1. Components of the motion of the soil–structure system, measured for e...Table 5.2. Characteristics of modeled structures . B , H and D respectively repres...Table 5.3. Characteristics of the 1D stratified half-space used in the model . β ,...

1 Cover

2 Table of Contents

3 Title Page Series Editor Marc Boulon

4 Copyright First published 2021 in Great Britain and the United States by ISTE Ltd and John Wiley & Sons, Inc. Apart from any fair dealing for the purposes of research or private study, or criticism or review, as permitted under the Copyright, Designs and Patents Act 1988, this publication may only be reproduced, stored or transmitted, in any form or by any means, with the prior permission in writing of the publishers, or in the case of reprographic reproduction in accordance with the terms and licenses issued by the CLA. Enquiries concerning reproduction outside these terms should be sent to the publishers at the undermentioned address: ISTE Ltd 27-37 St George’s Road London SW19 4EU UK www.iste.co.uk John Wiley Sons, Inc 111 River Street Hoboken, NJ 07030 USA www.wiley.com © ISTE Ltd 2021 The rights of Stéphane Grange and Diana Salciarini to be identified as the authors of this work have been asserted by them in accordance with the Copyright, Designs and Patents Act 1988. Library of Congress Control Number: 2021947467 British Library Cataloguing-in-Publication Data A CIP record for this book is available from the British Library ISBN 978-1-78630-798-9

5 Introduction

6 Begin Reading

7 List of Authors

8 Index

9 End User License Agreement

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Series Editor

Marc Boulon

Edited by

Stéphane Grange

Diana Salciarini

First published 2021 in Great Britain and the United States by ISTE Ltd and John Wiley & Sons, Inc.

Apart from any fair dealing for the purposes of research or private study, or criticism or review, as permitted under the Copyright, Designs and Patents Act 1988, this publication may only be reproduced, stored or transmitted, in any form or by any means, with the prior permission in writing of the publishers, or in the case of reprographic reproduction in accordance with the terms and licenses issued by the CLA. Enquiries concerning reproduction outside these terms should be sent to the publishers at the undermentioned address:

ISTE Ltd

27-37 St George’s Road

London SW19 4EU

UK

www.iste.co.uk

John Wiley Sons, Inc

111 River Street

Hoboken, NJ 07030

USA

www.wiley.com

© ISTE Ltd 2021

The rights of Stéphane Grange and Diana Salciarini to be identified as the authors of this work have been asserted by them in accordance with the Copyright, Designs and Patents Act 1988.

Library of Congress Control Number: 2021947467

British Library Cataloguing-in-Publication Data

A CIP record for this book is available from the British Library

ISBN 978-1-78630-798-9

The deterministic numerical modeling of Soil–Structure Interaction (SSI) uses the tools of Mechanics, and of their transposition, according to the methods of the numerical discretization. An SSI analysis should take into account the differences between the properties of the soil and the structure, possibly leading to local relative displacements. In addition, the presence of water enforces to consider the interaction on the hydro-mechanical framework, involving pore pressures and fluid flow.

Non-deterministic methods, making use of artificial intelligence and progressive learning, are not considered here.

The geotechnical works are usually designed referring to the following three situations:

1) The pseudo-static case: where the loadings are nearly time independent (a small number of cycles are accepted).

2) The cyclic case: involving a large number of slow cycles (slow versus the time scales of any physical phenomena involved).