PREDICTING HYDRAULIC CONDUCTIVITY OF CLAY LINERS

[1] ANDERSON DC, 1981, THESIS TEXAS A M U C

[2] AUVINET G, 1981, ASTM STP, V746, P151

[3] BJERRUM L, 1957, 4TH P INT C SOIL MEC, V1, P6

[4] DANIEL DE, 1980, THESIS U TEXAS AUSTI

[5] LAMBE T. W., 1954, Amer. Soc. test. Mat. spec. tech. Publ., V163, P56

[6] LAMBE TW, 1958, J SOIL MECHANICS F D, V34

[7] MITCHELL JK, 1965, J SOIL MECH FOUND DI, V92, P41

[8] MORRISON A, 1981, CIVIL ENG, V51, P60

[9] NASIATKA DM, 1981, P S URANIUM MILL TAI, P627

[10] Olson RE, 1981, ASTM STP, V874, P18, DOI DOI 10.1520/STP28316S

[1] ANDERSON DC, 1981, THESIS TEXAS A M U C

[2] AUVINET G, 1981, ASTM STP, V746, P151

[3] BJERRUM L, 1957, 4TH P INT C SOIL MEC, V1, P6

[4] DANIEL DE, 1980, THESIS U TEXAS AUSTI

[5] LAMBE T. W., 1954, Amer. Soc. test. Mat. spec. tech. Publ., V163, P56

[6] LAMBE TW, 1958, J SOIL MECHANICS F D, V34

[7] MITCHELL JK, 1965, J SOIL MECH FOUND DI, V92, P41

[8] MORRISON A, 1981, CIVIL ENG, V51, P60

[9] NASIATKA DM, 1981, P S URANIUM MILL TAI, P627

[10] Olson RE, 1981, ASTM STP, V874, P18, DOI DOI 10.1520/STP28316S