Practice of Optimisation Theory in Geotechnical Engineering

This book presents the development of optimization platform for geotechnical engineering which is one of the key components in smart geotechnics. The book discusses the fundamentals of the optimization algorithm with constitutive models of soils. Helping

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Practice of Optimisation Theory in Geotechnical Engineering

Practice of Optimisation Theory in Geotechnical Engineering

Zhen-Yu Yin Yin-Fu Jin •

Practice of Optimisation Theory in Geotechnical Engineering

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Zhen-Yu Yin Department of Civil and Environmental Engineering Hong Kong Polytechnic University Hong Kong, China

Yin-Fu Jin Department of Civil and Environmental Engineering Hong Kong Polytechnic University Hong Kong, China

This book was funded by B & R Book Program. ISBN 978-981-13-3407-8 ISBN 978-981-13-3408-5 https://doi.org/10.1007/978-981-13-3408-5

(eBook)

Jointly published with Tongji University Press, Shanghai, China The print edition is not for sale in Mainland China. Customers from Mainland China please order the print book from: Tongji University Press. Library of Congress Control Number: 2018968095 © Springer Nature Singapore Pte Ltd. and Tongji University Press 2019 This work is subject to copyright. All rights are reserved by the Publisher, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilms or in any other physical way, and transmission or information storage and retrieval, electronic adaptation, computer software, or by similar or dissimilar methodology now known or hereafter developed. The use of general descriptive names, registered names, trademarks, service marks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and therefore free for general use. The publisher, the authors and the editors are safe to assume that the advice and information in this book are believed to be true and accurate at the date of publication. Neither the publisher nor the authors or the editors give a warranty, expressed or implied, with respect to the material contained herein or for any errors or omissions that may have been made. The publisher remains neutral with regard to jurisdictional claims in published maps and institutional affiliations. This Springer imprint is published by the registered company Springer Nature Singapore Pte Ltd. The registered company address is: 152 Beach Road, #21-01/04 Gateway East, Singapore 189721, Singapore

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Foreword

Soil, whether it be this natural material used for a foundation or an artificial material used for roads and dams, behaves in such highly complex ways given its polyphasic nature that it is difficult to always model its behaviour with accuracy and dependency. In the geotechnical field, serious accidents occur from shortcomings of initial design because the engineer has not fully appreciated the vital relationship between building strategies and soil behaviour. Therefore, at stake from the beginning of an engineering project is the selection of the appropriate constitutive soil model capable of analysing globally the geotechnical construction system. A great number of models can be