Strip foundation on geogrid-reinforced clay: Behavior under cyclic loading

Geotextiles and Geomembranes

Volumn 13, Issue 10, 1994, Pages 657-667

  Das, B M ^a   Shin, E C ^a  

^a SOUTHERN ILLINOIS UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; GEOTEXTILES; LOADS (FORCES); REINFORCEMENT; SETTLEMENT OF STRUCTURES;

ALLOWABLE STATIC LOADS; GEOGRID REINFORCED SATURATED CLAY; LOW FREQUENCY CYCLIC LOADS; MAXIMUM PERMANENT SETTLEMENT; SURFACE STRIP FOUNDATION;

FOUNDATIONS;

CLAY; CLAYS; CYCLIC LOADING; GEOGRID; GEOGRIDS; GEOSYNTHETICS; LOADING TESTS; MODEL TEST; MODEL TESTS; REINFORCEMENT; SETTLEMENT; STRIP FOUNDATION;

EID: 0028666919     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/0266-1144(94)90066-3     Document Type: Article

References (9)

1. Dynamic loading machine and results of preliminary small footing tests
2. Dynamic bearing capacity of soils
3. Response of footings to lateral loads
4. Repeated load testing of a model plane strain footing
5. Bearing capacity of dynamically loaded footings
6. Bearing capacity of strip foundation on geogrid reinforced clay
7. The dynamic response of continuous footing supported on cohesive soil
8. An experimental study of dynamic bearing capacity of footings on sand