|
1. |
A semi‐analytical method for the wave‐induced seabed response |
|
International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 18,
Issue 4,
1994,
Page 213-236
M. S. Rahman,
Khalid El‐Zahaby,
John Booker,
Preview
|
PDF (755KB)
|
|
摘要:
AbstractA general semi‐analytical method is presented for the analysis of seabed response under wave action during a storm. The seabed is idealized as a poro‐elastic medium filled with a single compressible fluid with anisotropic flow. The coupled process of fluid flow and deformation of soil skeleton is formulated in the framework of Biot's theory.The analysis for the response of homogeneous seabed of finite thickness under a plane progressive wave is developed first, followed by an extension for the case of a layered seabed. A generalization for three‐dimensional response of seabed is also developed for a general wave field which provides the analyses for seabed response under short‐crested or standing waves in the vicinity of a structure. Some numerical examples illustrating the proposed analyses are also pr
ISSN:0363-9061
DOI:10.1002/nag.1610180402
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
|
2. |
Finite layer analysis of the behaviour of a raft on a consolidating soil |
|
International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 18,
Issue 4,
1994,
Page 237-251
J. C. Small,
B. Q. Zhang,
Preview
|
PDF (677KB)
|
|
摘要:
AbstractA numerical method is developed in this paper for the analysis of the behaviour of a raft resting on a consolidating soil. The response of the raft under an applied loading is determined using the finite layer method for the soil and the finite element method for the raft. By considering deflection compatibility on the contact surface, the distribution of contact pressure is computed at various time steps. The settlement and bending moment in the raft is then evaluated by applying the calculated contact pressure back to the raft. It is shown that, in some cases, the maximum moment in the raft occurs during consolidation and that checking the final moment in the raft by use of elastic theory may not be sufficient.
ISSN:0363-9061
DOI:10.1002/nag.1610180403
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
|
3. |
CLoE, a new rate‐type constitutive model for geomaterials theoretical basis and implementation |
|
International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 18,
Issue 4,
1994,
Page 253-278
René Chambon,
Jacques Desrues,
Walid Hammad,
Robert Charlier,
Preview
|
PDF (1373KB)
|
|
摘要:
AbstractThe paper describes the basic ideas and the main features of a new class of constitutive laws, in the framework of incrementally non‐linear constitutive equations. CLoE is a generic name for that new class of laws, with reference to consistency at the limit surface, and explicit localization analysis. A top–down analysis of the model is presented, and illustrated by examp
ISSN:0363-9061
DOI:10.1002/nag.1610180404
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
|
4. |
Letters to the editor |
|
International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 18,
Issue 4,
1994,
Page 279-282
D. A. Barry,
P. J. Hensley,
D. A. Lockington,
K. W. E. San,
R. K. Rowe,
Preview
|
PDF (242KB)
|
|
ISSN:0363-9061
DOI:10.1002/nag.1610180405
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
|
5. |
Conference diary |
|
International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 18,
Issue 4,
1994,
Page 283-285
Preview
|
PDF (212KB)
|
|
ISSN:0363-9061
DOI:10.1002/nag.1610180406
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
|
6. |
Masthead |
|
International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 18,
Issue 4,
1994,
Page -
Preview
|
PDF (116KB)
|
|
ISSN:0363-9061
DOI:10.1002/nag.1610180401
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
|
|