Titlebook: Geotechnics for Natural Disaster Mitigation and Management; A. Murali Krishna,Takeshi Katsumi Book 2020 Springer Nature Singapore Pte Ltd.

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https://doi.org/10.1057/978-1-137-55432-1fied pseudo-dynamic method overcomes limitations of the pseudo-static method and considers the effect of time, amplification and damping properties in the analysis. Consideration of excess pore pressure variation with time in the analysis is challenging and needs further research.

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Integrating Rainfall Load into Remedial Design of Slopes Affected by Landslides,tegrated into the design process of remedial measures and the destabilising effect of rainfall is not quantified. This study provides a procedural method for integrating rainfall load into the design of slope remedial measures. The method combines rainfall–landslide relation model with remedial slope design.

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Ground Modification Techniques to Improve Liquefaction Resistance in Indo-Gangetic Soils,stabilization of loose granular soil. In this paper, the efficacy in mitigating the liquefaction potential of soil by different methods of ground improvement, by comparing SPT and eCPT values of the soil before and after the soil improvement, are discussed.

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2364-5156 a quick reference for practitioners dealing with complex fiThis volume presents recent advances and developments taking place in geotechnical aspects of natural disaster mitigation and management. The chapters of this book are based on the invited lectures delivered by eminent researchers at the Th

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Óscar Jara-Albán,Beatriz Álvarez-Gonzálezspatial correlation structure of the ground can be identified with very short interval tests. Consequently, high resolution of the spatial distribution of . value could be visualized based on the survey results. Simultaneously, the difference between Japanese and Indian embankments of the river dikes and earth-fill dams has been clarified.

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