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Limit Analysis Theory of the Soil Mass and Its Application [electronic resource] / by Chuanzhi Huang.

By: Huang, Chuanzhi [author.].
Contributor(s): SpringerLink (Online service).
Material type: materialTypeLabelBookPublisher: Singapore : Springer Nature Singapore : Imprint: Springer, 2020Edition: 1st ed. 2020.Description: XIX, 462 p. 103 illus., 1 illus. in color. online resource.Content type: text Media type: computer Carrier type: online resourceISBN: 9789811515729.Subject(s): Engineering geology | Geotechnical engineering | Mechanics, Applied | Solids | Soil science | Geoengineering | Geotechnical Engineering and Applied Earth Sciences | Solid Mechanics | Soil ScienceAdditional physical formats: Printed edition:: No title; Printed edition:: No title; Printed edition:: No titleDDC classification: 624.15 Online resources: Click here to access online
Contents:
Preamble -- Failure Mode and Fundamental Equation -- Characteristic Line Method for Limit Analysis -- Stress Field Method for Limit Analysis -- Limit Equilibrium Method -- Virtual Work Equation-based Generalized Limit Equilibrium Method -- Generalized Limit Equilibrium Method in Plane Failure Mode -- Limit Load on Ground with Heterogeneous Soil -- Ground Bearing Capacity -- Slope Stability -- Slope Stability during Construction and Pore Water Pressure.
In: Springer Nature eBookSummary: This book establishes the equations of limit analysis and provides a complete theoretical basis for foundation capacity, slope stability, and earth pressure. It is divided into three parts, the first of which discusses the failure mode and fundamental equation of soil mass. The second part addresses the solution methods for limit analysis, including the characteristic line method, stress field method, limit equilibrium method, virtual work equation-based generalized limit equilibrium method and generalized limit equilibrium method for the surface failure mode. Lastly, the third part examines the application of the limit analysis theory to soil mass.
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Preamble -- Failure Mode and Fundamental Equation -- Characteristic Line Method for Limit Analysis -- Stress Field Method for Limit Analysis -- Limit Equilibrium Method -- Virtual Work Equation-based Generalized Limit Equilibrium Method -- Generalized Limit Equilibrium Method in Plane Failure Mode -- Limit Load on Ground with Heterogeneous Soil -- Ground Bearing Capacity -- Slope Stability -- Slope Stability during Construction and Pore Water Pressure.

This book establishes the equations of limit analysis and provides a complete theoretical basis for foundation capacity, slope stability, and earth pressure. It is divided into three parts, the first of which discusses the failure mode and fundamental equation of soil mass. The second part addresses the solution methods for limit analysis, including the characteristic line method, stress field method, limit equilibrium method, virtual work equation-based generalized limit equilibrium method and generalized limit equilibrium method for the surface failure mode. Lastly, the third part examines the application of the limit analysis theory to soil mass.

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