STRAIN PATH METHOD

[1] HOMOGENEOUS AND LAYERED SAND IN TRIAXIAL COMPRESSION [J]. GEOTECHNIQUE, 1975, 25 (04): : 799 - 815

[2] Baguelin F., 1972, J SOIL MECH F DIV, V98, P1129, DOI 10.1061/JSFEAQ.0001800

[3] BALIGH MM, 1982, P SESSION CONE PENET

[4] BALIGH MM, 1985, 11TH INT C SOIL MECH

[5] BALIGH MM, 1984, UNPUB J GEOTECHNICAL

[6] BALIGH MM, 1976, J GEOTECH ENG DIV AM, V102, P1131

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

[8] THE THEORY OF INDENTATION AND HARDNESS TESTS [J]. PROCEEDINGS OF THE PHYSICAL SOCIETY OF LONDON, 1945, 57 (321): : 147 - 159

[9] BUTTERFIELD R, 1970, 2ND P S E AS REG C S, P385

[10] CARTER JP, 1978, TR51 U CAMBR DEP CIV

[1] HOMOGENEOUS AND LAYERED SAND IN TRIAXIAL COMPRESSION [J]. GEOTECHNIQUE, 1975, 25 (04): : 799 - 815

[2] Baguelin F., 1972, J SOIL MECH F DIV, V98, P1129, DOI 10.1061/JSFEAQ.0001800

[3] BALIGH MM, 1982, P SESSION CONE PENET

[4] BALIGH MM, 1985, 11TH INT C SOIL MECH

[5] BALIGH MM, 1984, UNPUB J GEOTECHNICAL

[6] BALIGH MM, 1976, J GEOTECH ENG DIV AM, V102, P1131

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

[8] THE THEORY OF INDENTATION AND HARDNESS TESTS [J]. PROCEEDINGS OF THE PHYSICAL SOCIETY OF LONDON, 1945, 57 (321): : 147 - 159

[9] BUTTERFIELD R, 1970, 2ND P S E AS REG C S, P385

[10] CARTER JP, 1978, TR51 U CAMBR DEP CIV