A NON-LINEAR RHEOLOGICAL ANALYSIS OF DEEPLY LOCATED TUNNELS

[1] ADACHI T, 1969, 11TH P S ROCK MECH, P293

[2] AKAGI T, 1982, 4TH P INT C NUM METH, P113

[3] AKAGI T, 1973, P JAP SOC CIVIL ENG, V214, P1

[4] SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN [J]. QUARTERLY OF APPLIED MATHEMATICS, 1952, 10 (02) : 157 - 165

[5] MURAYAMA S, 1966, RHEOLOGY SOIL MECHAN, P99

[6] MURAYAMA S, 1956, T JAPAN SOC CIVIL EN, P1

[7] Naghdi P., 1963, J APPL MECH, V30, P321, DOI DOI 10.1115/1.3636556

[8] Perzyna P, 1963, Q APPL MATH, V20, P321

[9] Perzyna P, 1966, ADV APPL MECH, V9, P243, DOI DOI 10.1016/S0065-2156(08)70009-7

[10] Perzyna P., 1964, B ACAD POLON SCI ST, V12, P199

[1] ADACHI T, 1969, 11TH P S ROCK MECH, P293

[2] AKAGI T, 1982, 4TH P INT C NUM METH, P113

[3] AKAGI T, 1973, P JAP SOC CIVIL ENG, V214, P1

[4] SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN [J]. QUARTERLY OF APPLIED MATHEMATICS, 1952, 10 (02) : 157 - 165

[5] MURAYAMA S, 1966, RHEOLOGY SOIL MECHAN, P99

[6] MURAYAMA S, 1956, T JAPAN SOC CIVIL EN, P1

[7] Naghdi P., 1963, J APPL MECH, V30, P321, DOI DOI 10.1115/1.3636556

[8] Perzyna P, 1963, Q APPL MATH, V20, P321

[9] Perzyna P, 1966, ADV APPL MECH, V9, P243, DOI DOI 10.1016/S0065-2156(08)70009-7

[10] Perzyna P., 1964, B ACAD POLON SCI ST, V12, P199