PLANE STRAIN BEHAVIOR OF REMOLDED NORMALLY CONSOLIDATED KAOLIN

[1] BALASUBRAMANIAM AS, 1969, THESIS U CAMBRIDGE

[2] Broms B. B., 1965, 6TH P INT C SOIL MEC, V1, P179

[3] BURLAND JB, 1967, THESIS U CAMBRIDGE

[4] Duncan J.M., 1966, J SOIL MECH FDN DIVI, V92, P81, DOI [10.1061/jsfeaq.0000927, DOI 10.1061/JSFEAQ.0000927]

[5] DUNCAN JM, 1968, P AM SOC CIV ENGRS, V94, P271

[6] HAMBLY EC, 1969, 7 P INT C SOIL SCI M, V1, P173

[7] HAMBLY EC, 1969, THESIS U CAMBRIDGE

[8] HENKEL DJ, 1960, GEOTECHNIQUE, V10, P41

[9] HENKEL DJ, 1963, ASTM NRC S LAB SHEAR

[10] LOUDON PA, 1967, THESIS U CAMBRIDGE

[1] BALASUBRAMANIAM AS, 1969, THESIS U CAMBRIDGE

[2] Broms B. B., 1965, 6TH P INT C SOIL MEC, V1, P179

[3] BURLAND JB, 1967, THESIS U CAMBRIDGE

[4] Duncan J.M., 1966, J SOIL MECH FDN DIVI, V92, P81, DOI [10.1061/jsfeaq.0000927, DOI 10.1061/JSFEAQ.0000927]

[5] DUNCAN JM, 1968, P AM SOC CIV ENGRS, V94, P271

[6] HAMBLY EC, 1969, 7 P INT C SOIL SCI M, V1, P173

[7] HAMBLY EC, 1969, THESIS U CAMBRIDGE

[8] HENKEL DJ, 1960, GEOTECHNIQUE, V10, P41

[9] HENKEL DJ, 1963, ASTM NRC S LAB SHEAR

[10] LOUDON PA, 1967, THESIS U CAMBRIDGE