Rolando P. Orense – författare

Soil-Foundation-Structure Interaction contains selected papers presented at the International Workshop on Soil-Foundation-Structure Interaction held in Auckland, New Zealand from 26-27 November 2009. The workshop was the venue for an international exchange of ideas, disseminating information about experiments, numerical models and practical engineering problems relating to soil-foundation-structure interaction.A topic of long standing interest to both structural and geotechnical engineers is what is traditionally known as soil-structure interaction (SSI). For a long period, this has involved linear elastic interaction between the foundation and the underlying soil and the appropriate analysis is well developed for both static and dynamic interaction. In recent years, there has been a growing interest in considering nonlinear soil-foundation interaction in the design of shallow foundations, both for static and earthquake loading. To distinguish these approaches from the classical linear elastic soil-structure interaction, the term soil-foundation-structure-interaction (SFSI) has been coined recently. The development of various approaches is occurring rapidly in many research groups all over the world, with the inclusion of nonlinear structure and nonlinear soil interaction using FEM-based numerical methods, as well as the use of shallow foundation macro-elements as an alternative to using finite elements.The workshop brought together representatives from several of these groups to review the current state of development, discuss the potential for application in foundation design, and consider how work in this area might develop in the next few years. The emphasis in the workshop was on application of these ideas to the foundation design process. The book will be much of interest to post-graduates in Foundation Engineering, Earthquake Geotechnical Engineering, Earthquake Engineering, and Advanced Structural Dynamics.

With easy-to-understand explanations of the basic concepts, Seismic Design of Foundations examines recent and worldwide research outputs and post-earthquake reconnaissance case studies, and offers practical means of applying them to the real world. Each case study also provides worked examples of new and innovative findings that reveal background information behind the codes of practice in various parts of the world as well as the lessons learned from recent large-scale earthquakes.This book aims toexplain the latest state-of-the-art research on seismic design of foundations and related issuesbreakdown and explain the codes of practice into easy-to-understand conceptsshowcase worked examples at the end of each chapter highlighting the concepts coveredcover case studies from all over the world, including Japan, New Zealand, India and Taiwan amongst others.Seismic Design of Foundations presents state-of-the-art information which will be ideal for any student studying postgraduate civil engineering or structural engineering as well as researchers and practitioners working in the field of earthquake geotechnical engineering.

Soil Liquefaction during Recent Large-Scale Earthquakes contains selected papers presented at the New Zealand – Japan Workshop on Soil Liquefaction during Recent Large-Scale Earthquakes (Auckland, New Zealand, 2-3 December 2013). The 2010-2011 Canterbury earthquakes in New Zealand and the 2011 off the Pacific Coast of Tohoku Earthquake in Japan have caused significant damage to many residential houses due to varying degrees of soil liquefaction over a very wide extent of urban areas unseen in past destructive earthquakes. While soil liquefaction occurred in naturally-sedimented soil formations in Christchurch, most of the areas which liquefied in Tokyo Bay area were reclaimed soil and artificial fill deposits, thus providing researchers with a wide range of soil deposits to characterize soil and site response to large-scale earthquake shaking.Although these earthquakes in New Zealand and Japan caused extensive damage to life and property, they also serve as an opportunity to understand better the response of soil and building foundations to such large-scale earthquake shaking. With the wealth of information obtained in the aftermath of both earthquakes, information-sharing and knowledge-exchange are vital in arriving at liquefaction-proof urban areas in both countries. Data regarding the observed damage to residential houses as well as the lessons learnt are essential for the rebuilding efforts in the coming years and in mitigating buildings located in regions with high liquefaction potential.As part of the MBIE-JSPS collaborative research programme, the Geomechanics Group of the University of Auckland and the Geotechnical Engineering Laboratory of the University of Tokyo co-hosted the workshop to bring together researchers to review the findings and observations from recent large-scale earthquakes related to soil liquefaction and discuss possible measures to mitigate future damage. Soil Liquefaction during Recent Large-Scale Earthquakes will be of great interest to researchers, academics, industry practitioners and other professionals involved in Earthquake Geotechnical Engineering, Foundation Engineering, Earthquake Engineering and Structural Dynamics.

Seismic Performance of Soil-Foundation-Structure Systems presents invited papers presented at the international workshop (University of Auckland, New Zealand, 21-22 November 2016). This international workshop brought together outstanding work in earthquake engineering that embraces a holistic consideration of soilfoundation-structure systems. For example, the diversity of papers in this volume is represented by contributions from the fields of shallow foundation in liquefiable soil, spatially distributed lifelines, bridges, clustered structures (see photo on front cover), sea floor seismic motion, multi-axial ground excitation, deep foundations, soil-foundation-structurefluid interaction, liquefaction-induced settlement and uplift with SFSI. A fundamental knowledge gap is manifested by the isolated manner geotechnical and structural engineers work. A holistic consideration of soil-foundation-structures systems is only possible if civil engineers work collaboratively to the mutual benefit of all disciplines. Another gap occurs by the retarded application of up-to-date research findings in engineering design practices. Seismic Performance of Soil-Foundation-Structure Systems is the outcome from the recognized need to close this gap, since it has been observed that a considerable delay exists between published research findings and application of the principles revealed by the research.Seismic Performance of Soil-Foundation-Structure Systems will be helpful in developing more understanding of the complex nature of responses these systems present under strong earthquakes, and will assist engineers in closing the gaps identified above.