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|a Wu, Lizhou.
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|a Rainfall Infiltration in Unsaturated Soil Slope Failure.
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|a 1st ed.
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|a Singapore :
|b Springer Singapore Pte. Limited,
|c 2023.
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|c ©2023.
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| 300 |
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|a 1 online resource (141 pages)
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a SpringerBriefs in Applied Sciences and Technology Series
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|a Intro -- Foreword by Jianbing Peng -- Foreword by Huiming Tang -- Foreword by Limin Zhang -- Preface -- Contents -- 1 Background -- 1.1 Rainfall Infiltration Equation -- 1.2 Infiltration Equation for Unsaturated Slopes -- 1.3 Linearized Richards' Equation -- 1.4 Unsaturated Soil Slope Stability Under Rainfall -- References -- 2 Analytical Solution to Unsaturated Infiltration -- 2.1 Introduction -- 2.2 1D Analytical Solutions for Unsaturated Seepage -- 2.2.1 No Coupling -- 2.2.2 Hydro-mechanical Coupling -- 2.3 2D Analytical Solutions of Rainfall Infiltration in Unsaturated Soils -- 2.4 Analytical Solution of Water Infiltration of Vegetated Slope Considering the Coupling Effects -- 2.4.1 Governing Equations of Rooted Unsaturated Soils -- 2.4.2 Analytical Solutions -- 2.4.3 Comparison of Analytical and Numerical Solutions -- 2.4.4 Parametric Analyses -- 2.5 Discussions and Conclusions -- 2.5.1 Discussions -- 2.5.2 Conclusions -- References -- 3 Numerical Solutions to Infiltration Equation -- 3.1 Introduction -- 3.2 Numerical Solutions -- 3.2.1 Finite Difference Method -- 3.2.2 Finite Volume Method -- 3.2.3 Finite Element Method -- 3.2.4 Numerical Approximation to the Fractional-Time Richards' Equation -- 3.3 An Improved Method for Non-uniform Spatial Grid -- 3.3.1 Validation Example -- 3.3.2 Unsaturated Infiltration in Layered Soils -- 3.4 Application of Chebyshev Spectral Method to Richards' Equation -- 3.4.1 Chebyshev Spectral Method -- 3.4.2 Validation Example -- 3.5 Conclusions -- References -- 4 Improved Linear and Nonlinear Iterative Methods for Rainfall Infiltration Simulation -- 4.1 Introduction -- 4.2 A Chebyshev Semi-iterative Method with Preconditioner -- 4.2.1 Numerical Tests -- 4.3 Improved Gauss-Seidel Method -- 4.3.1 Integral Correction Method -- 4.3.2 Multistep Preconditioner Method -- 4.3.3 Mixed Method -- 4.3.4 Numerical Tests.
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|a 4.4 Nonlinear Iterative Methods and Improvements -- 4.4.1 Newton and Picard Methods -- 4.4.2 Improved Picard Method -- 4.4.3 Numerical Tests-1D Transient Unsaturated Infiltration -- 4.5 Conclusions -- References -- 5 Slope Stability Analysis Based on Analytical and Numerical Solutions -- 5.1 Introduction -- 5.2 Application of Unsaturated Soil Slope Stability Under Rainfall -- 5.2.1 Application of Chebyshev Spectral Method in Slope Stability Analysis -- 5.2.2 Application of P-CSIM in the Stability Analysis of Shallow Rainfall Slope -- 5.2.3 Application of Improved Picard Method into Unsaturated Slopes -- 5.2.4 Parameter Sensitivity Analysis of Slope Stability Under Rainfall -- 5.3 Rainfall Landslide Case Study-Tung Chung Landslide -- 5.4 Conclusions -- References -- Correction to: Rainfall Infiltration in Unsaturated Soil Slope Failure -- Correction to: L. Wu and J. Zhou, Rainfall Infiltration in Unsaturated Soil Slope Failure, SpringerBriefs in Applied Sciences and Technology, https://doi.org/10.1007/978-981-19-9737-2.
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|a Description based on publisher supplied metadata and other sources.
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| 590 |
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|a Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2023. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
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|a Electronic books.
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| 700 |
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|a Zhou, Jianting.
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| 776 |
0 |
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|i Print version:
|a Wu, Lizhou
|t Rainfall Infiltration in Unsaturated Soil Slope Failure
|d Singapore : Springer Singapore Pte. Limited,c2023
|z 9789811997365
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| 797 |
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|a ProQuest (Firm)
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| 830 |
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|a SpringerBriefs in Applied Sciences and Technology Series
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| 856 |
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|u https://ebookcentral.proquest.com/lib/matrademy/detail.action?docID=30558375
|z Click to View
|
