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Maximizing reader insights into the challenges facing maritime
supply chains and container port logistics service providers in
Asia, this book highlights their innovative responses to these
challenges through real-world case studies. With a focus on
mathematical modeling, simulation and heuristics approaches, this
book provides academics, engineers, container terminal operators,
students in logistics and supply chain management with the latest
approaches that can be used to address the planning and scheduling
problem in large container terminal yards. This book can be used on
a self-contained basis as teaching cases in an undergraduate or
specialist class setting, or on techniques applied to maritime
container operations for port operations.
Maximizing reader insights into the challenges facing maritime
supply chains and container port logistics service providers in
Asia, this book highlights their innovative responses to these
challenges through real-world case studies. With a focus on
mathematical modeling, simulation and heuristics approaches, this
book provides academics, engineers, container terminal operators,
students in logistics and supply chain management with the latest
approaches that can be used to address the planning and scheduling
problem in large container terminal yards. This book can be used on
a self-contained basis as teaching cases in an undergraduate or
specialist class setting, or on techniques applied to maritime
container operations for port operations.
This book introduces the synergy theory model to analyze the
calculation results of the soil deformation and the lateral
displacement law caused by the longitudinal shield tunneling based
on in-depth scientific research and engineering practice on
deformation of structures caused by shield tunneling. The influence
of shield tunneling on different adjacent foundation buildings was
studied, and the deformation law and internal force distribution
law of the structures were obtained. It aims to help practitioners
in understanding the mechanism, predictive analysis method, and
corresponding control technology of the influence of surrounding
structures’ deformation caused by shield tunneling.
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