... The maximum strain is calculated as 2a ε max = 2 Ω sin − 1 1 2 Ω − 1 for d / b ≤ 0.5   Geosynthetics Reinforced fill Void Isochronous load–strain behaviour Tensile stiffness Creep Hyperbolic stiffness model Analytical solutions...

... antecedents were gathered and are compared to the NTPEP data later in the paper. These older data appear in Tables S2 and S3 located in the Supplemental Material to this paper. Geosynthetic reinforcement tensile stiffness is an important parameter for estimating loads, strains and deformations in soil...

... loading, tensile stiffness and area of the hysteresis loops). The results show that the average strain rate and the loading time affect the material's tensile response, as well as the combination of pre-stress tensile load and loading amplitude. The writers also investigated the difference between...

... and 3.0 Hz introduces no measurable difference in the damage of the geogrid. The use of loading cycles (N) greater than 200 introduces no further damage in the geogrid when compared with the damage using N = 200. The reduction in tensile stiffness at 5% strain is significantly lower than...

...Huang Ching-Chuan; Chiou Shuay-Luen A series of laboratory tests simulating installation damage was carried out on four types of woven geogrid. Relationships between index properties of the geogrids and the loss in ultimate tensile strength, strain at failure and tensile stiffness of the geogrids...