Strength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures
This book has following unique features that distinguish it from other works from the same area: 1) Investigates the influence of fissure geometry on strength failure and crack evolution behaviour of real rock material; 2) Analyzes the effect of pre-exper
- PDF / 23,737,312 Bytes
- 258 Pages / 453.543 x 683.15 pts Page_size
- 108 Downloads / 150 Views
Sheng-Qi Yang
Strength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures
Springer Environmental Science and Engineering
More information about this series at http://www.springer.com/series/10177
Sheng-Qi Yang
Strength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures
13
Sheng-Qi Yang State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou, Jiangsu China
Sponsored by National Natural Science Foundation of China (51179189, 41272344), Program for New Century Excellent Talents in University (NCET-12-0961), National Basic Research 973 Program of China (2013CB036003), Outstanding Innovation Team Project in China University of Mining and Technology (2014QN002) ISSN 2194-3214 ISSN 2194-3222 (electronic) Springer Environmental Science and Engineering ISBN 978-3-662-47302-3 ISBN 978-3-662-47303-0 (eBook) DOI 10.1007/978-3-662-47303-0 Library of Congress Control Number: 2015940417 Springer Heidelberg New York Dordrecht London © Science Press, Beijing and Springer-Verlag Berlin Heidelberg 2015 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 Springer-Verlag GmbH Berlin Heidelberg is part of Springer Science+Business Media (www.springer.com)
Foreword
Fractures in natural rocks have a marked effect on the stability and safety of rock mass. In rock engineering practice, it is often necessary to evaluate strength failure and crack evolution behaviour. Until now, the problem of coming to terms with these features of fissured rock material has had no satisfactory solution, because of the complex role of fissure geometry and confining pressure. But using advanced acoustic emission and photographic monitoring techniques, the author of this book has carried out many valuable experimental investigations to fill the knowledge gap. By means of a 2014 Endeavour Research Fellowship from Australian government, Profes
