Interaction Effect on Laterally Loaded Piles in Cohesionless Deposit
Pile is the only solution to transfer the vertical and lateral loads to deeper strata in high-rise buildings. Here, an attempt has been made on laboratory model single pile and pile groups to investigate lateral resistance of the piles. However, this pape
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Madhavi Latha Gali P. Raghuveer Rao Editors
Construction in Geotechnical Engineering Proceedings of IGC 2018
Lecture Notes in Civil Engineering Volume 84
Series Editors Marco di Prisco, Politecnico di Milano, Milano, Italy Sheng-Hong Chen, School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan, China Ioannis Vayas, Institute of Steel Structures, National Technical University of Athens, Athens, Greece Sanjay Kumar Shukla, School of Engineering, Edith Cowan University, Joondalup, WA, Australia Anuj Sharma, Iowa State University, Ames, IA, USA Nagesh Kumar, Department of Civil Engineering, Indian Institute of Science Bangalore, Bengaluru, Karnataka, India Chien Ming Wang, School of Civil Engineering, The University of Queensland, Brisbane, QLD, Australia
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Madhavi Latha Gali P. Raghuveer Rao •
Editors
Construction in Geotechnical Engineering Proceedings of IGC 2018
123
Editors Madhavi Latha Gali Department of Civil Engineering Indian Institute of Science Bangalore, Karnataka, India
P. Raghuveer Rao Department of Civil Engineering Indian Institute of Science Bangalore, Karnataka, India
ISSN 2366-2557 ISSN 2366-2565 (electronic) Lecture Notes in Civil Engineering ISBN 978-981-15-6089-7 ISBN 978-981-15-6090-3 (eBook) https://doi.org/10.1007/978-981-15-6090-3 © Springer Nature Singapore Pte Ltd. 2020 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,
