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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Vydané v:	International journal for numerical and analytical methods in geomechanics Ročník 20; číslo 7; s. 489 - 516
Hlavní autori:	COLLINS, I. F., YU, H. S.
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Sussex John Wiley & Sons, Ltd 01.07.1996 Wiley
Predmet:	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
On-line prístup:	Získať plný text
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