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Limit analysis theory of the soil ma...
~
Huang, Chuanzhi.
Limit analysis theory of the soil mass and its application
Record Type:
Electronic resources : Monograph/item
Title/Author:
Limit analysis theory of the soil mass and its applicationby Chuanzhi Huang.
Author:
Huang, Chuanzhi.
Published:
Singapore :Springer Singapore :2020.
Description:
xix, 462 p. :ill., digital ;24 cm.
Contained By:
Springer eBooks
Subject:
Geotechnical engineering.
Online resource:
https://doi.org/10.1007/978-981-15-1572-9
ISBN:
9789811515729$q(electronic bk.)
Limit analysis theory of the soil mass and its application
Huang, Chuanzhi.
Limit analysis theory of the soil mass and its application
[electronic resource] /by Chuanzhi Huang. - Singapore :Springer Singapore :2020. - xix, 462 p. :ill., digital ;24 cm.
Preamble -- Failure Mode and Fundamental Equation -- Characteristic Line Method for Limit Analysis -- Stress Field Method for Limit Analysis -- Limit Equilibrium Method -- Virtual Work Equation-based Generalized Limit Equilibrium Method -- Generalized Limit Equilibrium Method in Plane Failure Mode -- Limit Load on Ground with Heterogeneous Soil -- Ground Bearing Capacity -- Slope Stability -- Slope Stability during Construction and Pore Water Pressure.
This book establishes the equations of limit analysis and provides a complete theoretical basis for foundation capacity, slope stability, and earth pressure. it is divided into three parts, the first of which discusses the failure mode and fundamental equation of soil mass. The second part addresses the solution methods for limit analysis, including the characteristic line method, stress field method, limit equilibrium method, virtual work equation-based generalized limit equilibrium method and generalized limit equilibrium method for the surface failure mode. Lastly, the third part examines the application of the limit analysis theory to soil mass.
ISBN: 9789811515729$q(electronic bk.)
Standard No.: 10.1007/978-981-15-1572-9doiSubjects--Topical Terms:
678999
Geotechnical engineering.
LC Class. No.: TA705 / .H836 2020
Dewey Class. No.: 624.151
Limit analysis theory of the soil mass and its application
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by Chuanzhi Huang.
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2020.
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ill., digital ;
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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.
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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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Geotechnical engineering.
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Soil mechanics.
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Geoengineering, Foundations, Hydraulics.
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Geotechnical Engineering & Applied Earth Sciences.
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Solid Mechanics.
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Soil Science & Conservation.
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Engineering (Springer-11647)
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000000181629
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EB TA705 .H874 2020 2020
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https://doi.org/10.1007/978-981-15-1572-9
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