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Solutions for Biot's poroelastic theory in key engineering fields : theory and applications /

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Cai, Yuanqiang
Otros Autores: Sun, Honglei
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Amsterdam : Elsevier, 2017.
Temas:
Acceso en línea:Texto completo

MARC

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100 1 |a Cai, Yuanqiang. 
245 1 0 |a Solutions for Biot's poroelastic theory in key engineering fields :  |b theory and applications /  |c Yuanqiang Cai, Honglei Sun. 
260 |a Amsterdam :  |b Elsevier,  |c 2017. 
300 |a 1 online resource (273 pages) 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
588 0 |a Print version record. 
505 0 |a Title page; Table of Contents; Copyright; Introduction; Chapter 1: Basic Equations and Governing Equations; Abstract; 1.1 Basic Equations; 1.2 Governing Equations of a Fully Saturated Poroelastic Medium; 1.3 Boundary Conditions; Chapter 2: Solutions for Saturated Soil Under Moving Loads and Engineering Applications; Abstract; 2.1 General Solutions of Saturated Ground Under a Moving Load; 2.2 Application in Highway Engineering; 2.3 Applications in Railway Engineering; 2.4 Engineering Application; Chapter 3: Problems for Vibrations of Foundations; Abstract. 
505 8 |a 3.1 Vertical Vibrations of a Rigid Foundation Embedded in Saturated SoilChapter 4: Dynamic Responses of Foundations Under Elastic Waves; Abstract; 4.1 Dynamic Response of a Rigid Foundation on Saturated Soil to Plane Waves; 4.2 Dynamic Response of a Rigid Foundation in Saturated Soil to Plane Waves; 4.3 Conclusions; Chapter 5: Isolation of Elastic Waves; Abstract; 5.1 Isolation of Elastic Plane Waves in Poroelastic Soil; 5.2 Isolation of Rayleigh Waves in Poroelastic Soil; 5.3 Engineering Application; Chapter 6: Biot's Theory in the Finite Element Method; Abstract. 
505 8 |a 6.1 Formulation of the Saturated Soil Elements6.2 Absorbing Boundary Condition for the Saturated Soil Element; 6.3 Conclusions; Appendix A; Appendix B; Appendix C; Appendix D; Appendix E; Appendix F; Appendix G; References; Index. 
504 |a Includes bibliographical references and index. 
520 8 |a Annotation  |b This title provides solutions related to soil-structure interactions based on a poroelasticity theory, including moving loads such as trains. It provides the commonly used methods for solving Biot's formulations and conclusions on fully-saturated soil dynamics. 
650 0 |a Soil mechanics. 
650 0 |a Elasticity. 
650 2 |a Elasticity  |0 (DNLM)D004548 
650 6 |a M�ecanique des sols.  |0 (CaQQLa)201-0029866 
650 6 |a �Elasticit�e.  |0 (CaQQLa)201-0024289 
650 7 |a soil mechanics.  |2 aat  |0 (CStmoGRI)aat300065239 
650 7 |a elasticity.  |2 aat  |0 (CStmoGRI)aat300056196 
650 7 |a modulus of elasticity.  |2 aat  |0 (CStmoGRI)aat300072878 
650 7 |a TECHNOLOGY & ENGINEERING  |x Civil  |x General.  |2 bisacsh 
650 7 |a Elasticity  |2 fast  |0 (OCoLC)fst00904211 
650 7 |a Soil mechanics  |2 fast  |0 (OCoLC)fst01124463 
700 1 |a Sun, Honglei. 
776 0 8 |i Print version:  |a Cai, Yuanqiang.  |t Solutions for Biot's Poroelastic Theory in Key Engineering Fields : Theory and Applications.  |d Saint Louis : Elsevier Science, �2017  |z 9780128126493 
856 4 0 |u https://sciencedirect.uam.elogim.com/science/book/9780128126493  |z Texto completo