DISTURBANCES DUE TO IDEAL TUBE SAMPLING

[1] UNDRAINED DEEP PENETRATION .2. PORE PRESSURES [J]. GEOTECHNIQUE, 1986, 36 (04): : 487 - 501

[2] STRAIN PATH METHOD [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1985, 111 (09): : 1108 - 1138

[3] BALIGH MM, 1975, MIT R7556 DEP CIV EN

[4] BJERRUM L, 1973, 8TH P INT C SOIL MEC, V3, P109

[5] Chin C.T., 1986, THESIS MIT

[6] CHIN CT, 1983, MIT R8317 DEP CIV EN

[7] GUERTIN JD, 1967, THESIS MIT CAMBRIDGE

[8] HIGHT DW, 1985, P INT C OFFSH SIT IN, P253

[9] HOLM G, 1977, 9TH P INT C SOIL MEC, V1, P73

[10] Hvorslev J., 1949, SUBSURFACE EXPLORATI

[1] UNDRAINED DEEP PENETRATION .2. PORE PRESSURES [J]. GEOTECHNIQUE, 1986, 36 (04): : 487 - 501

[2] STRAIN PATH METHOD [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1985, 111 (09): : 1108 - 1138

[3] BALIGH MM, 1975, MIT R7556 DEP CIV EN

[4] BJERRUM L, 1973, 8TH P INT C SOIL MEC, V3, P109

[5] Chin C.T., 1986, THESIS MIT

[6] CHIN CT, 1983, MIT R8317 DEP CIV EN

[7] GUERTIN JD, 1967, THESIS MIT CAMBRIDGE

[8] HIGHT DW, 1985, P INT C OFFSH SIT IN, P253

[9] HOLM G, 1977, 9TH P INT C SOIL MEC, V1, P73

[10] Hvorslev J., 1949, SUBSURFACE EXPLORATI