The rule of equivalent states in limit-state analysis of soils

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 1, 2001, Pages 76-83

  Michalowski, Radoslaw L ^a,b  

^a ASCE ^*  (United States)

^b University of Michigan   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; LIMIT ANALYSIS; SOIL MECHANICS;

BOUNDARY VALUE PROBLEMS; INTERNAL FRICTION; KINEMATICS; SOIL MECHANICS; VELOCITY;

COHESIVE FRICTIONAL SOIL; LIMIT STATE ANALYSIS;

SOILS;

EID: 0034745560     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:1(76)     Document Type: Article

References (17)

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6. The general theory of limit design
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8. On the stability of loose earth
9. Zum Erddruckproblem
10. Seismic bearing capacity and settlements of foundations
11. Discussion of lateral earth pressure problem of cohesive backfill with inclined surface
12. Upper-bound solutions for bearing capacity of foundations
13. Bearing capacity of shallow foundations