BEAMS ON QUASI-WINKLER FOUNDATIONS

[1] Blot AM, 1937, J APPL MECH ASME, V4, pA1

[2] BOSSON G, 1939, PHIL MAG, P37

[3] LINE AND POINT LOADS ON A NONHOMOGENEOUS INCOMPRESSIBLE ELASTIC HALF-SPACE [J]. QUARTERLY JOURNAL OF MECHANICS AND APPLIED MATHEMATICS, 1978, 31 (NOV) : 507 - 529

[4] DOYLE PF, EARTHQUAKE ENG STRUC

[5] FREUND A, 1927, Z BAUWESEN ING, V77, P73

[6] FREUND A, 1927, Z BAUWESEN ING, V77, P108

[7] Gibson R. E., 1974, Geotechnique, V24, P115, DOI 10.1680/geot.1974.24.2.115

[8] Hayashi K, 1921, THEORIE TRAGERS ELAS

[9] HETENYI M, 1946, BEAMS ELASTIC F

[10] LEE IK, 1974, SOIL MECHANICS NEW H

[1] Blot AM, 1937, J APPL MECH ASME, V4, pA1

[2] BOSSON G, 1939, PHIL MAG, P37

[3] LINE AND POINT LOADS ON A NONHOMOGENEOUS INCOMPRESSIBLE ELASTIC HALF-SPACE [J]. QUARTERLY JOURNAL OF MECHANICS AND APPLIED MATHEMATICS, 1978, 31 (NOV) : 507 - 529

[4] DOYLE PF, EARTHQUAKE ENG STRUC

[5] FREUND A, 1927, Z BAUWESEN ING, V77, P73

[6] FREUND A, 1927, Z BAUWESEN ING, V77, P108

[7] Gibson R. E., 1974, Geotechnique, V24, P115, DOI 10.1680/geot.1974.24.2.115

[8] Hayashi K, 1921, THEORIE TRAGERS ELAS

[9] HETENYI M, 1946, BEAMS ELASTIC F

[10] LEE IK, 1974, SOIL MECHANICS NEW H