Luqi Wang

Special Rock Mechanics for Cultural Heritage and Reservoir Slopes: Theory, Modeling, and Applications presents a comprehensive study of the unique challenges in understanding and preserving rock formations in culturally significant sites and reservoir slopes. The book begins by outlining the theoretical foundations and practical applications of special rock mechanics, emphasizing the importance of addressing creep and salt weathering processes in sandstone. Advanced modeling techniques, including creep simulation and contact constitutive models, are discussed to elucidate sandstone deterioration mechanisms, while numerical simulations shed light on salt weathering effects and the role of nano-lime reinforcement in mitigating damage. Comparative discussions highlight common failure modes and provide methodological recommendations for modeling workflows. Applications extend to aging deterioration models, hygrothermal-salt interactions, anchoring simulations, and landslide-generated impulse wave modeling, demonstrating the versatility of special rock mechanics in real-world scenarios. Innovative rock damage detection methods are explored, including micro-CT imaging, NMR, SEM, XRD, acoustic emission testing, and 3D laser scanning, integrated into a framework for precise damage identification and parameter assessment. The book concludes with a forward-looking perspective on future research directions. This volume is an essential resource for engineers, geoscientists, and conservationists seeking to apply advanced rock mechanics principles to safeguard cultural heritage and ensure the stability of critical reservoir slopes.

To prevent the collapse of dangerous rock masses on steep rocky reservoir banks which can cause casualties and property loss, it is essential to design and conduct practical experiments to quantify the evolution processes of the reservoir banks and control such dangerous rock masses. Using the Jianchuandong Dangerous Rock Mass project as a case study, this book generalizes the mechanical model of the project to show how improved equipment can be used to measure the mechanical state transition under the continuous action of axial pressure. It details a series of experiments to study the evolution of a severely steep rocky reservoir bank, which comprehensively consider the influence of hydraulic coupling, dry-wet cycles, axial pressure, and time-dependent effects. The results support a new method for determining the stability of dangerous rock masses on reservoir banks. Combines engineering principles, real data, experimental methods and resultsProvides a complete research method for investigating hydrogeology failure processesThe book suits practitioners in hydropower engineering, engineering geology, and disaster protection.

To prevent the collapse of dangerous rock masses on steep rocky reservoir banks which can cause casualties and property loss, it is essential to design and conduct practical experiments to quantify the evolution processes of the reservoir banks and control such dangerous rock masses. Using the Jianchuandong Dangerous Rock Mass project as a case study, this book generalizes the mechanical model of the project to show how improved equipment can be used to measure the mechanical state transition under the continuous action of axial pressure. It details a series of experiments to study the evolution of a severely steep rocky reservoir bank, which comprehensively consider the influence of hydraulic coupling, dry-wet cycles, axial pressure, and time-dependent effects. The results support a new method for determining the stability of dangerous rock masses on reservoir banks. Combines engineering principles, real data, experimental methods and resultsProvides a complete research method for investigating hydrogeology failure processesThe book suits practitioners in hydropower engineering, engineering geology, and disaster protection.