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1. |
Numerical analysis of sampling disturbances in clay soils |
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International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 16,
Issue 7,
1992,
Page 467-492
Muniram Budhu,
Chang S. Wu,
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摘要:
AbstractIn this paper, an insight is provided into the quality of soil samples during the penetration of soil samplers. An updated Lagrangian finite element formulation with the second Piola–Kirchhoff stress rate (the Truesdell stress increment) to account for the large deformation behaviour near the sampling tube is used to determine the mechanical disturbances to a soft clay. The penetration of the sampler is simulated by splitting a group of nodes ahead of the penetration route up to a sufficient depth and applying incremental displacements to match the geometric configuration of the sampling tube. Consolidation effect is included to account for the rate of penetration. Thin‐layer elements are added at the inside wall of the sampling tube to model the soil–sampler interface.The numerical results show that the central core of the sample is subjected to three distinct stages of vertical strain history, compression–extension–recompression, with the primary irrecoverable disturbances due to the compression stage ahead of the sampler. The degree of disturbance for a frictionless sampler was found to be constant after a penetration depth of 75 per cent of the sample tube diameter, while for a frictional sampler the degree of disturbances keeps increasing as the penetration proceeds. The results of a parametric study to determine the influence on sampling disturbances due to the rate of penetration, the thickness and the tip angle of the sample tube and sampler type are also
ISSN:0363-9061
DOI:10.1002/nag.1610160702
出版商:John Wiley&Sons, Ltd
年代:1992
数据来源: WILEY
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2. |
A consistent formulation of a dilatant interface element |
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International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 16,
Issue 7,
1992,
Page 493-527
M. F. Snyman,
J. B. Martin,
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摘要:
AbstractThe paper considers a plane joint or interface element suitable for implementation into a standard non‐linear finite element code. The element is intended to model discontinuities with rough contact surfaces, such as rock joints, where dilatant behaviour is present. Of particular concern is the formulation of a constitutive model which fully caters for all possible histories of opening, closing and sliding (accompained by dilation or contraction) in any direction.The non‐linear incremental constitutive equations are formulated in a manner appropriate for a back‐ward difference discretization in time along the path of loading. The advantage of such an approach is that no essential distinction need be drawn between opening, closing and sliding. Further, a convenient formulation of the constitutive equations is facilitated by representing the different contact conditions in relative displacement space. The state diagram in relative displacement space, however, changes from one time step to the next, and evolution equations for the updating must be formulated.These concepts are illustrated for two rock‐joint models: a sawtooth asperity model and a limited dilation model. The models are based on a penalty formulation to enforce the contact constraints, and explicit equations for the tangent stiffness matrix and for the corrector step of the standard Newton–Raphson iterative algorithm are derived. These equations have been implemented as an user element into the finite element code ABAQUS7. Three examples are presented to illustrate the predictions of the fo
ISSN:0363-9061
DOI:10.1002/nag.1610160703
出版商:John Wiley&Sons, Ltd
年代:1992
数据来源: WILEY
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3. |
A finite element slideline approach for calculating tunnel response in jointed rock |
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International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 16,
Issue 7,
1992,
Page 529-540
Leonard E. Schwer,
Herbert E. Lindberg,
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摘要:
AbstractThe general purpose finite element code DYNA2D is used to calculate the response of an unlined tunnel in jointed rock, with sliding interfaces used to represent the joints. The model problem selected for analysis closely follows a calculation using the discrete element code UDEC. Results for two cases [(1) jointed rock with lubricated joints (no joint friction) and (2) jointed rock with frictional resistance to joint motion] are presented and compared with each other and the UDEC results.
ISSN:0363-9061
DOI:10.1002/nag.1610160704
出版商:John Wiley&Sons, Ltd
年代:1992
数据来源: WILEY
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4. |
Conference diary |
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International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 16,
Issue 7,
1992,
Page 541-543
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PDF (206KB)
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ISSN:0363-9061
DOI:10.1002/nag.1610160705
出版商:John Wiley&Sons, Ltd
年代:1992
数据来源: WILEY
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5. |
Masthead |
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International Journal for Numerical and Analytical Methods in Geomechanics,
Volume 16,
Issue 7,
1992,
Page -
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PDF (119KB)
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ISSN:0363-9061
DOI:10.1002/nag.1610160701
出版商:John Wiley&Sons, Ltd
年代:1992
数据来源: WILEY
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