Deformation and Failure Mechanism of Excavation in Clay Subjected to Hydraulic Uplift
This book presents the latest experimental and numerical analysis work in the field of ground deformation and base instability of deep excavations in soft clay subjected to hydraulic uplift. The authors’ latest research findings, based on dimensional anal
- PDF / 6,781,786 Bytes
- 162 Pages / 453.543 x 683.15 pts Page_size
- 92 Downloads / 213 Views
Yi Hong Lizhong Wang
Deformation and Failure Mechanism of Excavation in Clay Subjected to Hydraulic Uplift
123
Advanced Topics in Science and Technology in China
Zhejiang University is one of the leading universities in China. In Advanced Topics in Science and Technology in China, Zhejiang University Press and Springer jointly publish monographs by Chinese scholars and professors, as well as invited authors and editors from abroad who are outstanding experts and scholars in their fields. This series will be of interest to researchers, lecturers, and graduate students alike. Advanced Topics in Science and Technology in China aims to present the latest and most cutting-edge theories, techniques, and methodologies in various research areas in China. It covers all disciplines in the fields of natural science and technology, including but not limited to, computer science, materials science, life sciences, engineering, environmental sciences, mathematics, and physics.
More information about this series at http://www.springer.com/series/7887
Yi Hong Lizhong Wang •
Deformation and Failure Mechanism of Excavation in Clay Subjected to Hydraulic Uplift
123
Yi Hong College of Civil Engineering and Architecture Zhejiang University Hangzhou, Zhejiang China
Lizhong Wang College of Civil Engineering and Architecture Zhejiang University Hangzhou, Zhejiang China
ISSN 1995-6819 ISSN 1995-6827 (electronic) Advanced Topics in Science and Technology in China ISBN 978-3-662-46506-6 ISBN 978-3-662-46507-3 (eBook) DOI 10.1007/978-3-662-46507-3 Library of Congress Control Number: 2015956360 © Zhejiang University Press, Hangzhou and Springer-Verlag Berlin Heidelberg 2016 This work is subject to copyright. All rights are reserved by the Publishers, 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 publishers, 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 publishers nor the authors or the editors give a warranty, express or implied, with respect to the material contained herein or for any errors or omissions that may have been made. Printed on acid-free paper This Springer imprint is published by SpringerNature The registered company is Springer-Verlag GmbH Berlin Heidelberg
Preface
Deep excavations in soft clay with an underlying aquifer lead to major concerns of ground deformation, soil–structure i
Data Loading...
