UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS

Boundary value problems for hardening/softening soils, such as Cam‐Clay, usually require the extensive use of finite element methods. Here analytical and semi‐analytical solutions for the undrained expansion of cylindrical and spherical cavities in critical state soils are presented. The strain is f...

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Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics Jg. 20; H. 7; S. 489 - 516
Hauptverfasser:	COLLINS, I. F., YU, H. S.
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Sussex John Wiley & Sons, Ltd 01.07.1996 Wiley
Schlagworte:	Applied sciences Buildings. Public works cavity expansion critical state models Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Geotechnics normally and overconsolidated clays pile installation plasticity Structure-soil interaction Critical state Clay soil Modeling Finite element method Numerical analysis Consolidation Cavity Stress distribution Elastoplasticity Kinematics Pile Structure soil interaction Expansion sedimentary rocks overconsolidated materials underground cavities kinematics piles clastic sediments clay expansion
ISSN:	0363-9061, 1096-9853
Online-Zugang:	Volltext
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