BEHAVIOR OF DIAPHRAGM WALLS IN CLAY PRIOR TO COLLAPSE

[1] Al-Tabbaa A., 1987, THESIS CAMBRIDGE U

[2] THE COLLAPSE OF DIAPHRAGM WALLS RETAINING CLAY [J]. GEOTECHNIQUE, 1987, 37 (03): : 335 - 353

[3] BOLTON MD, 1987, 9TH P EUR C SOIL MEC, V2, P759

[4] Bransby P. L., 1975, GEOTECHNIQUE, V25, P75

[5] Burland J. B., 1981, GROUND ENG, V14, P28

[6] Burland JB, 1979, DESIGN PARAMETERS GE, V1, P13

[7] Burland JB, 1977, STRUCT ENG, V55, P87

[8] Caquot A., 1948, TRAITE MECANIQUE SOL

[9] DESIGN OF THE RETAINING WALLS FOR THE M25 CUT AND COVER TUNNEL AT BELL-COMMON [J]. GEOTECHNIQUE, 1984, 34 (04): : 495 - 512

[10] JAMES RG, 1972, 5TH P EUR C SOIL MEC, V1, P39

[1] Al-Tabbaa A., 1987, THESIS CAMBRIDGE U

[2] THE COLLAPSE OF DIAPHRAGM WALLS RETAINING CLAY [J]. GEOTECHNIQUE, 1987, 37 (03): : 335 - 353

[3] BOLTON MD, 1987, 9TH P EUR C SOIL MEC, V2, P759

[4] Bransby P. L., 1975, GEOTECHNIQUE, V25, P75

[5] Burland J. B., 1981, GROUND ENG, V14, P28

[6] Burland JB, 1979, DESIGN PARAMETERS GE, V1, P13

[7] Burland JB, 1977, STRUCT ENG, V55, P87

[8] Caquot A., 1948, TRAITE MECANIQUE SOL

[9] DESIGN OF THE RETAINING WALLS FOR THE M25 CUT AND COVER TUNNEL AT BELL-COMMON [J]. GEOTECHNIQUE, 1984, 34 (04): : 495 - 512

[10] JAMES RG, 1972, 5TH P EUR C SOIL MEC, V1, P39