Guidelines for probabilistic performance-based design and assessment of slope engineering / Yu Huang, Min Xiong, Hongqiang Hu.

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Guidelines for probabilistic performance-based design and assessment of slope engineering / Yu Huang, Min Xiong, Hongqiang Hu.

9789811991837 electronic book
9811991839 electronic book
9811991820
9789811991820

Singapore : Springer, [2023]

English

1 online resource

10.1007/978-981-19-9183-7 doi

TA658.44 .H83 2023

624.1/762

This book provides a new design and evaluation framework based on slope Stochastic Dynamics theory to probabilistic seismic performance for slope engineering. For the seismic dynamic stability safety of slope, it shifts from deterministic seismic dynamic analysis to quantitative analysis based on nonlinear stochastic dynamics, that is, from qualitative to the description of stochasticity of earthquake excitation that meet the needs in related design specification and establish a performance standard. In the nonlinear dynamic time history analysis of slope subjected to seismic ground motion, the term randomness is used to express the uncertainty in the intensity and frequency of earthquake excitation for slope engineering dynamic seismic performance. It mainly includes seismic design fortification standard, corresponding ground motion excitation, performance index threshold, and slope deterministic nonlinear seismic dynamic response. Even more than that, the seismic dynamic large deformation approaches of the whole process and comprehensive analysis for flow analysis after slope instability failure. Eventually, the probabilistic seismic dynamic performance of the slope engineering will be characterized by nonlinear dynamic reliability.

Includes bibliographical references.

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Description based on online resource; title from digital title page (viewed on April 25, 2023).

Print version: 9789811991820

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