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Geotechnical slope analysis / Геотехнический анализ откосов

Издание 2
Редактор(ы):Bhattacharya G., Chowdhury R., Metya S.
Издание:CRC Press, 2024 г., 822 стр., ISBN: 9781138000117
Язык(и)Английский
Geotechnical slope analysis / Геотехнический анализ откосов

The construction, design, remediation and maintenance of slopes have always formed an important area of geotechnical engineering, which is often termed as ‘slope engineering’. A wide variety of applications of slope engineering include excavations, hill roads, railway lines, embankments, earth dams, reservoirs, open-cut mines, urban development of hilly areas, protection of river banks and coastal slope stability. The study and analysis of slopes is essential for understanding their performance and, in particular, their stability, reliability and deformations. Thus, geotechnical engineers often seek to calculate values of quantitative indicators of performance such as the factor of safety (safety factor), lateral deformation, and probability of failure and reliability index. Important concepts of geomechanics and, in particular, of soil mechanics have been vitally important for developing the basic mechanistic models of slopes and the associated methods of analysis, both simple and sophisticated. However, it is widely recognised that inter-disciplinary approaches are required for a complete understanding of slope performance and for the choice of realistic models and methods of analysis for specific sites. Geoscientists have made significant contributions to the understanding of natural slopes, their evolution and performance over the long term. To that end, they are concerned with modelling natural and other processes much more than considering specifics of stability analysis, slope design and remediation which are understood to be the main concerns of geotechnical engineers. However, the input of geoscientists is often valuable for slope engineering including the development, choice and use of mechanistic models. A geotechnical engineer would start detailed modelling after studying the geological report of a site and often after considering the specific observations made by an engineering geologist. <...>

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