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170513s2017 ne ob 001 0 eng d |
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|a EBLCP
|b eng
|e pn
|c EBLCP
|d N$T
|d OPELS
|d YDX
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|a 987044914
|a 988217212
|a 1105193238
|a 1105565400
|a 1162083257
|a 1259586758
|a 1311344236
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|a 9780128126509
|q (electronic bk.)
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|a 0128126507
|q (electronic bk.)
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|z 9780128126493
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|z 0128126493
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|a (OCoLC)987076920
|z (OCoLC)987044914
|z (OCoLC)988217212
|z (OCoLC)1105193238
|z (OCoLC)1105565400
|z (OCoLC)1162083257
|z (OCoLC)1259586758
|z (OCoLC)1311344236
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|a TA710
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|a TEC
|x 009020
|2 bisacsh
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|a 624.1/5136
|2 23
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|a Cai, Yuanqiang.
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|a Solutions for Biot's poroelastic theory in key engineering fields :
|b theory and applications /
|c Yuanqiang Cai, Honglei Sun.
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|a Amsterdam :
|b Elsevier,
|c 2017.
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|a 1 online resource (273 pages)
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336 |
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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 Print version record.
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|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.
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|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.
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|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.
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|a Includes bibliographical references and index.
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|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.
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|a Soil mechanics.
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|a Elasticity.
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2 |
|a Elasticity
|0 (DNLM)D004548
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650 |
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|a M�ecanique des sols.
|0 (CaQQLa)201-0029866
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650 |
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|a �Elasticit�e.
|0 (CaQQLa)201-0024289
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650 |
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7 |
|a soil mechanics.
|2 aat
|0 (CStmoGRI)aat300065239
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650 |
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|a elasticity.
|2 aat
|0 (CStmoGRI)aat300056196
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650 |
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|a modulus of elasticity.
|2 aat
|0 (CStmoGRI)aat300072878
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650 |
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|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
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650 |
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|a Elasticity
|2 fast
|0 (OCoLC)fst00904211
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650 |
|
7 |
|a Soil mechanics
|2 fast
|0 (OCoLC)fst01124463
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700 |
1 |
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|a Sun, Honglei.
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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
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856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780128126493
|z Texto completo
|