Beschreibung
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 analyses, well-instrumented full-scale field tests, systematic coupled-consolidation finite element analyses and centrifuge tests are reported. This book shows how to systematically approach a complex geotechnical problem, from identifying existing problems, reviewing literature, to dimensional and numerical analyses, validation through full-scale testing and centrifuge model testing. The methodologies are also introduced as major tools adopted in geotechnical research.
Autorenportrait
1st Author (Yi Hong)
Dr. Hong is a lecturer in the College of Civil Engineering and Architecture in Zhejiang University, China. Dr. Hong, who obtained his Ph.D. from the Hong Kong University of Science and Technology in 2012, has published 12 Journal papers (including papers being accepted for publication), most of which in the Top 4 international journals in Geotechnical Engineering. He is also co-author of two keynote papers at two major international conferences. His major research interests focus on soil-structure engineering of deep excavations, tunnels and piles. He is an invited reviewer of two leading international journals in Geotechnical Engineering, i.e., Journal of Geotechnical and Geo-environmental Engineering (ASCE) and Canadian Geotechnical Journal.
2nd Author (Lizhong Wang)
Prof. Wang is a Chair Professor and Dean of the College of Civil Engineering and Architecture in Zhejiang University, China. His major research areas focus on soil-structure engineering, constitutive modelling of soft clay and offshore engineering. He has published more than 30 journal papers in leading international journals in Geotechnical Engineering and Offshore Engineering. He has also delivered numerous keynote speeches and general reports at various major international conferences and symposia.
He is a recipient of several academic awards in recognition of his significant contributions in geotechnical and offshore engineering, including the Distinguished Young Scholar Award of the National Science Foundation of China, the First Class Award in Scientific and Technological Progress of the Ministry of Education in China and Mao Yisheng Youth Award from the Chinese Institute of Soil Mechanics and Geotechnical Engineering.
Inhalt
Introduction.- Literature Review.- Field Investigation of a Multi-propped Excavation in Soft Clay.- Numerical Analyses of the Multi-propped Excavation in Soft Clay.- Dimensional Analysis of Excavation in Clay Subjected to Hydraulic Uplift.- Centrifuge Modelling of a Multi-propped Excavation in Clay Destabilised by Hydraulic Uplift.- Finite Element Analyses: Back-analysis and Parametric Study.- Interpretations of Measured and Back-analysed Results of Centrifuge Tests.- Numerical Parametric Study.- Conclusions and Future Work.
Informationen zu E-Books
„E-Book“ steht für digitales Buch. Um diese Art von Büchern lesen zu können wird entweder eine spezielle Software für Computer, Tablets und Smartphones oder ein E-Book Reader benötigt. Da viele verschiedene Formate (Dateien) für E-Books existieren, gilt es dabei, einiges zu beachten.
Von uns werden digitale Bücher in drei Formaten ausgeliefert. Die Formate sind EPUB mit DRM (Digital Rights Management), EPUB ohne DRM und PDF. Bei den Formaten PDF und EPUB ohne DRM müssen Sie lediglich prüfen, ob Ihr E-Book Reader kompatibel ist.
Wenn ein Format mit DRM genutzt wird, besteht zusätzlich die Notwendigkeit, dass Sie einen kostenlosen Adobe® Digital Editions Account besitzen. Wenn Sie ein E-Book, das Adobe® Digital Editions benötigt herunterladen, erhalten Sie eine ASCM-Datei, die zu Digital Editions hinzugefügt und mit Ihrem Account verknüpft werden muss. Einige E-Book Reader (zum Beispiel PocketBook Touch) unterstützen auch das direkte Eingeben der Login-Daten des Adobe Accounts – somit können diese ASCM-Dateien direkt auf das betreffende Gerät kopiert werden.
Da E-Books nur für eine begrenzte Zeit – in der Regel 6 Monate – herunterladbar sind, sollten Sie stets eine Sicherheitskopie auf einem Dauerspeicher (Festplatte, USB-Stick oder CD) vorsehen. Auch ist die Menge der Downloads auf maximal 5 begrenzt.
