A NON-LINEAR THEORY OF CONSOLIDATION

[1] GRAY H, 1936, 1 P INT C SOIL MECH, V2, P131

[2] HANSBO S, 1960, P ROYAL SWEDISH GEOT

[3] LEONARDS GA, 1961, 5TH P INT C SOIL MEC, V1, P213

[4] LO KY, 1960, GEOTECHNIQUE, V10, P36

[5] LO KY, 1961, P AMER SOC CIV ENGRS, VSM 4, P61

[6] MCNABB A, 1960, Q APPL MATH, V27, P337

[7] Newland PL., 1960, GEOTECHNIQUE, V10, P62, DOI [DOI 10.1680/GE0T.1960.10.2.62, 10.1680/geot.1960.10.2.62, DOI 10.1680/GEOT.1960.10.2.62]

[8] RICHART FE, 1957, P AMER SOC CIV ENGRS, VSM 3

[9] Shiffman R.L., 1958, P HIGHW RES BD WASH, V37, P584

[10] TAYLOR DW, 1942, 82 DEP CIV SAN ENGNG

[1] GRAY H, 1936, 1 P INT C SOIL MECH, V2, P131

[2] HANSBO S, 1960, P ROYAL SWEDISH GEOT

[3] LEONARDS GA, 1961, 5TH P INT C SOIL MEC, V1, P213

[4] LO KY, 1960, GEOTECHNIQUE, V10, P36

[5] LO KY, 1961, P AMER SOC CIV ENGRS, VSM 4, P61

[6] MCNABB A, 1960, Q APPL MATH, V27, P337

[7] Newland PL., 1960, GEOTECHNIQUE, V10, P62, DOI [DOI 10.1680/GE0T.1960.10.2.62, 10.1680/geot.1960.10.2.62, DOI 10.1680/GEOT.1960.10.2.62]

[8] RICHART FE, 1957, P AMER SOC CIV ENGRS, VSM 3

[9] Shiffman R.L., 1958, P HIGHW RES BD WASH, V37, P584

[10] TAYLOR DW, 1942, 82 DEP CIV SAN ENGNG