Centrifuge modeling of the horizontal capacity of skirted foundations on drained loose sand

[1] Bransby M.F., 1998, GEOECHNIQUE, V1, P791

[2] BRANSBY MF, 2003, IN PRESS ISOPE 2003

[3] CRAIG WH, 1981, P 10 ICSFME, V2, P83

[4] Plastic response of circular footings on sand under general planar loading [J]. GEOTECHNIQUE, 1999, 49 (04): : 453 - 469

[5] Hansen J.B., 1970, Danish Geotechnical Institute, V28, P5

[6] HOULSBY GT, 1992, P WROGH MEM S OXF, P230

[7] Meyerhoff G.G., 1953, PROC 3 INT C SOIL ME, V1, P440

[8] CAMBRIDGE GEOTECHNICAL CENTRIFUGE OPERATIONS [J]. GEOTECHNIQUE, 1980, 30 (03): : 227 - 268

[9] Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading [J]. GEOTECHNIQUE, 2000, 50 (04): : 409 - 418

[10] Tani K., 1995, Soils Found., V35, P21, DOI DOI 10.3208/SANDF.35.4_21

[1] Bransby M.F., 1998, GEOECHNIQUE, V1, P791

[2] BRANSBY MF, 2003, IN PRESS ISOPE 2003

[3] CRAIG WH, 1981, P 10 ICSFME, V2, P83

[4] Plastic response of circular footings on sand under general planar loading [J]. GEOTECHNIQUE, 1999, 49 (04): : 453 - 469

[5] Hansen J.B., 1970, Danish Geotechnical Institute, V28, P5

[6] HOULSBY GT, 1992, P WROGH MEM S OXF, P230

[7] Meyerhoff G.G., 1953, PROC 3 INT C SOIL ME, V1, P440

[8] CAMBRIDGE GEOTECHNICAL CENTRIFUGE OPERATIONS [J]. GEOTECHNIQUE, 1980, 30 (03): : 227 - 268

[9] Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading [J]. GEOTECHNIQUE, 2000, 50 (04): : 409 - 418

[10] Tani K., 1995, Soils Found., V35, P21, DOI DOI 10.3208/SANDF.35.4_21