Determination of passive earth pressure coefficients by the method of triangular slices

Canadian Geotechnical Journal

Volumn 37, Issue 2, 2000, Pages 485-491

  Zhu, D Y ^a   Qian, Q ^a  

^a HOHAI UNIVERSITY   (China)

Author keywords

Limit equilibrium method; Passive earth pressure coefficient; Retaining walls; The principle of optimality

Indexed keywords

CALCULATIONS; DYNAMIC RESPONSE; NUMERICAL METHODS; OPTIMIZATION; PRESSURE; PRESSURE MEASUREMENT; RETAINING WALLS; WALLS (STRUCTURAL PARTITIONS);

LIMIT EQUILIBRIUM METHOD; METHOD OF TRIANGULAR SLICES; PASSIVE EARTH PRESSURE COEFFICIENT; PRINCIPLE OF OPTIMALITY;

STRUCTURAL ANALYSIS;

EARTH PRESSURE; METHOD OF SLICES; RETAINING WALL;

EID: 0034173721     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t99-123     Document Type: Article

References (8)

1. Earth pressure and bearing capacity calculations by generalized procedure of slices
2. General limit equilibrium method for lateral earth force
3. Passive pressure coefficients by method of slices
4. Statics of granular media
5. A method for soil stability analysis - critical slip field method