Active and passive earth pressure coefficients by a kinematical approach

Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

Volumn 155, Issue 2, 2002, Pages 119-131

  Soubra, A H ^a   Macuh, B ^b  

^a UNIVERSITÉ DE NANTES   (France)

^b UNIVERSITY OF MARIBOR   (Slovenia)

Author keywords

Failures; Geotechnical engineering; Retaining walls

Indexed keywords

NUMERICAL ANALYSIS; OPTIMIZATION; PRESSURE EFFECTS;

EARTH PRESSURE COEFFICIENTS;

GEOTECHNICAL ENGINEERING;

BACKFILL; EARTH PRESSURE; FAILURE MECHANISM; LIMIT ANALYSIS; NUMERICAL METHOD; RETAINING WALL;

EID: 0036553895     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/geng.155.2.119.38657     Document Type: Article

References (31)

1. Sur une application des règles de maximis et minimis à quelques problèmes de statique relatifs à l'architecture
2. Passive earth pressures in the presence of hydraulic gradients
3. Earth pressure and bearing capacity calculations by generalised procedure of slices
4. Stress-dilatancy, earth pressures, and slopes
5. Passive pressure coefficients for sand by the Terzaghi and Peck method
6. Passive pressure coefficients by method of slices
7. Forces on retaining walls using the method of slices
8. General limit equilibrium method for lateral earth forces
9. Earth pressure of soils with friction and cohesion
10. Passive pressure coefficients, critical failure surface and its kinematic admissibility
11. Passive earth pressures: Theories and tests
12. Calculation of passive pressure in sand
13. Boundary wedges in two-dimensional passive soil failure
14. Limit analysis of plane problems in soil mechanics
15. A theoretical study of the pressures acting on a rigid wall by a sloping earth on rockfill
16. Limit analysis solutions of earth pressure problems
17. Optimal lower bound of passive earth pressure using finite elements and non-linear programming
18. Etude de la butée des terres en présence d'écoulement
19. Static and seismic passive earth pressure coefficients on rigid retaining structures
20. Three-dimensional passive earth pressures by kinematical approach