"4"^^ . "Mi\u010Da, Lum\u00EDr" . "The article deals with the determination of the axial stiffness %22J [kN.m-1]%22 of the reinforcement geosynthetics. The axial stiffness is determined by the approach described in the part 1 (creep test). The determination of the axial stiffness is performed for example of HDPE extruded geogrid."@cs . . "26110" . . . "Stanoven\u00ED osov\u00E9 tuhosti geosyntetik pro numerick\u00E9 modelov\u00E1n\u00ED - \u010D\u00E1st 2"@cs . . . . "Z(MSM0021630519)" . "RIV/00216305:26110/08:PU78390" . "The article deals with the determination of the axial stiffness %22J [kN.m-1]%22 of the reinforcement geosynthetics. The axial stiffness is determined by the approach described in the part 1 (creep test). The determination of the axial stiffness is performed for example of HDPE extruded geogrid." . "RIV/00216305:26110/08:PU78390!RIV10-MSM-26110___" . "geotechnics, reinforced soil"@en . "[3CF25DE583D5]" . "397051" . "The article deals with the determination of the axial stiffness %22J [kN.m-1]%22 of the reinforcement geosynthetics. The axial stiffness is determined by the approach described in the part 1 (creep test). The determination of the axial stiffness is performed for example of HDPE extruded geogrid."@en . "2"^^ . . . "Stanoven\u00ED osov\u00E9 tuhosti geosyntetik pro numerick\u00E9 modelov\u00E1n\u00ED - \u010D\u00E1st 2" . "Stanoven\u00ED osov\u00E9 tuhosti geosyntetik pro numerick\u00E9 modelov\u00E1n\u00ED - \u010D\u00E1st 2" . . "Brno" . "2"^^ . "\u010Cesko-slovensk\u00E1 konference %22Stavebn\u00ED konstrukce z pohledu geotechniky%22" . "Brno" . "2008-12-11+01:00"^^ . . . "Hol\u00FD, Ond\u0159ej" . "Determination of axial stiffness of the geosynthetics reinforcement for numerical modelling - part 2"@en . . "Akademick\u00E9 nakladatelstv\u00ED CERM" . "Stanoven\u00ED osov\u00E9 tuhosti geosyntetik pro numerick\u00E9 modelov\u00E1n\u00ED - \u010D\u00E1st 2"@cs . . . . "978-80-7204-609-6" . "Determination of axial stiffness of the geosynthetics reinforcement for numerical modelling - part 2"@en . .