Confining effect on the bearing capacity of circular footings on a purely cohesive soil

Comptes Rendus - Mecanique

Volumn 330, Issue 8, 2002, Pages 521-525

  Salençon, Jean ^a  

^a LABORATOIRE DE MÉCANIQUE DES SOLIDES   (France)

Author keywords

Bearing capacity; Circular footing; Confinement; Soils; Yield design

Indexed keywords

BEARING; COHESION; PHYSICAL PROPERTY; SOIL;

ARTICLE; COMPRESSIVE STRENGTH; EQUIPMENT DESIGN; MATHEMATICAL ANALYSIS; MECHANICS; SOIL; SOIL ANALYSIS; THEORY; THICKNESS; WEIGHT BEARING;

EID: 0036689359     PISSN: 16310721     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1631-0721(02)01495-X     Document Type: Article

References (7)

1. The influence of confinement on the bearing capacity of strip footings
2. An introduction to the yield design theory and its applications to soil mechanics
3. Zur theorie der spannungszustände in plastischen und sandartigen medien
4. The plastic indentation of a semi-infinite solid by a perfectly rough circular punch
5. On the complete solution to problems of deformation of a plastic rigid material
6. Capacité portante des fondations superficielles circulaires (Bearing capacity of axially symmetrical shallow foundations)
7. Plastic potential theory and Prandtl bearing capacity solution