The effect of subsoil support in plane strain finite element analysis of arching in a piled embankment

Advances in Transportation Geotechnics ◽

10.1201/9780203885949-63 ◽

2008 ◽

pp. 431-438

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Plane Strain ◽

Element Analysis ◽

Piled Embankment

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The effect of subsoil support in plane strain finite element analysis of arching in a piled embankment

Advances in Transportation Geotechnics ◽

10.1201/9780203885949.ch56 ◽

2008 ◽

pp. 417-423 ◽

Cited By ~ 1

Author(s):

Y Zhuang ◽

E Ellis ◽

H Yu

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Plane Strain ◽

Element Analysis ◽

Piled Embankment

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A nonlinear plane strain finite element analysis for multilayer elastomeric bearings

Applied Mathematics and Computation ◽

10.1016/j.amc.2021.126218 ◽

2021 ◽

Vol 404 ◽

pp. 126218

Author(s):

Yassin Masrar ◽

Mohamed Ettaouil

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Plane Strain ◽

Element Analysis ◽

Elastomeric Bearings ◽

Nonlinear Plane

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Finite-element analysis of a piled embankment with reinforcement compared with BS 8006 predictions

Géotechnique ◽

10.1680/geot.14.p.110 ◽

2014 ◽

Vol 64 (11) ◽

pp. 910-917 ◽

Cited By ~ 22

Author(s):

Y. ZHUANG ◽

E. ELLIS

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Element Analysis ◽

Piled Embankment

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Plane strain finite element analysis of pressure sensitive plasticity with strong discontinuity

International Journal of Solids and Structures ◽

10.1016/s0020-7683(00)00250-x ◽

2001 ◽

Vol 38 (21) ◽

pp. 3647-3672 ◽

Cited By ~ 70

Author(s):

Richard A. Regueiro ◽

Ronaldo I. Borja

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Plane Strain ◽

Strong Discontinuity ◽

Element Analysis ◽

Pressure Sensitive

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Finite element analysis on the dynamic behavior of soil arching effect in piled embankment

Transportation Geotechnics ◽

10.1016/j.trgeo.2017.09.001 ◽

2018 ◽

Vol 14 ◽

pp. 8-21 ◽

Cited By ~ 14

Author(s):

Yan Zhuang ◽

Kangyu Wang

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Dynamic Behavior ◽

Soil Arching ◽

Element Analysis ◽

Arching Effect ◽

Soil Arching Effect ◽

Piled Embankment

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Finite element analysis of plane strain solids in strain-gradient elasticity

Acta Mechanica ◽

10.1007/s00707-017-1897-1 ◽

2017 ◽

Vol 228 (10) ◽

pp. 3543-3559 ◽

Cited By ~ 11

Author(s):

Alireza Beheshti

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Plane Strain ◽

Strain Gradient ◽

Gradient Elasticity ◽

Strain Gradient Elasticity ◽

Element Analysis

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Finite element analysis of two‐phase instability for saturated porous hypoelastic solids under plane strain loadings

Engineering Computations ◽

10.1108/02644409610151548 ◽

1996 ◽

Vol 13 (7) ◽

pp. 29-48 ◽

Cited By ~ 6

Author(s):

J.P. Bardet

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Plane Strain ◽

Two Phase ◽

Element Analysis ◽

Phase Instability

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Closure to “Discussion of ‘Rigid-Plastic Finite-Element Analysis of Plane Strain Rolling’” (1982, ASME J. Eng. Ind., 104, p. 64)

Journal of Engineering for Industry ◽

10.1115/1.3185799 ◽

1982 ◽

Vol 104 (1) ◽

pp. 64-64

Author(s):

Guo-Ji Li ◽

S. Kobayashi

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Plane Strain ◽

Rigid Plastic ◽

Element Analysis

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Evaluating Plane-strain Forging of Magnesium Alloy AZ31 Using Finite Element Analysis

Recent Advances in Computational Science and Engineering ◽

10.1142/9781860949524_0116 ◽

2002 ◽

Author(s):

S. C. V. Lim ◽

M. S. Yong ◽

C. M. Choy

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Magnesium Alloy ◽

Plane Strain ◽

Element Analysis ◽

Alloy Az31 ◽

Magnesium Alloy Az31

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A finite element analysis of plane strain dynamic crack growth at a ductile-brittle interface

International Journal of Fracture ◽

10.1007/bf00012426 ◽

1996 ◽

Vol 81 (4) ◽

pp. 321-341 ◽

Cited By ~ 2

Author(s):

Kallol Das ◽

R. Narasimhan

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Crack Growth ◽

Plane Strain ◽

Dynamic Crack ◽

Element Analysis ◽

Dynamic Crack Growth

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