THE STRENGTH AND DILATANCY OF SANDS

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

[2] PLANE STRAIN DEFORMATION OF GRANULAR MATERIAL AT LOW AND HIGH PRESSURES [J]. GEOTECHNIQUE, 1969, 19 (04): : 441 - &

[3] Billam J., 1972, STRESS STRAIN BEHAV, P69

[4] INFLUENCE OF END RESTRAINT ON COMPRESSION STRENGTH OF A COHESIONLESS SOIL [J]. GEOTECHNIQUE, 1965, 15 (03): : 243 - &

[5] Bishop AW, 1972, STRESS STRAIN BEHAV, P3

[6] Cornfort DH, 1973, ASTM STP, V523, P281, DOI DOI 10.1520/STP37878S

[7] Cornforth DH., 1964, GEOTECHNIQUE, V14, P143, DOI [10.1680/geot.1964.14.2.143, DOI 10.1680/GEOT.1964.14.2.143]

[8] EXPERIMENTAL DETERMINATION OF SHAPE FACTORS AND BEARING CAPACITY FACTORS OF SAND [J]. GEOTECHNIQUE, 1970, 20 (04): : 387 - &

[9] DEBEER EE, 1965, 6TH P ICSMFE MONTR, V1, P165

[10] ROWES STRESS-DILATANCY RELATION BASED ON FRICTION [J]. GEOTECHNIQUE, 1976, 26 (03): : 527 - 534

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

[2] PLANE STRAIN DEFORMATION OF GRANULAR MATERIAL AT LOW AND HIGH PRESSURES [J]. GEOTECHNIQUE, 1969, 19 (04): : 441 - &

[3] Billam J., 1972, STRESS STRAIN BEHAV, P69

[4] INFLUENCE OF END RESTRAINT ON COMPRESSION STRENGTH OF A COHESIONLESS SOIL [J]. GEOTECHNIQUE, 1965, 15 (03): : 243 - &

[5] Bishop AW, 1972, STRESS STRAIN BEHAV, P3

[6] Cornfort DH, 1973, ASTM STP, V523, P281, DOI DOI 10.1520/STP37878S

[7] Cornforth DH., 1964, GEOTECHNIQUE, V14, P143, DOI [10.1680/geot.1964.14.2.143, DOI 10.1680/GEOT.1964.14.2.143]

[8] EXPERIMENTAL DETERMINATION OF SHAPE FACTORS AND BEARING CAPACITY FACTORS OF SAND [J]. GEOTECHNIQUE, 1970, 20 (04): : 387 - &

[9] DEBEER EE, 1965, 6TH P ICSMFE MONTR, V1, P165

[10] ROWES STRESS-DILATANCY RELATION BASED ON FRICTION [J]. GEOTECHNIQUE, 1976, 26 (03): : 527 - 534