.... Therefore, two main testing programs including pull-out tests and creep performance tests were carried out in order to determine the interfacial properties of the geogrid-reinforced soil and time-dependent manner of the geogrids, respectively. Broadly speaking, this study showed that the performance...

... longevity. This research focuses on factors that influence the initiation and propagation of shear bonding and reflective cracks in an asphalt overlay. Laboratory double-shear and pull-out tests are conducted, and the shear bonding and pull-out strength of geocomposites in asphalt specimens are calculated...

... the geosynthetic and the tensile system, the width of the geosynthetic samples and pull-out rate. The traction device was conceived specifically for this pull-out test. The idea was to build a system that would be able to transmit the tensile force to the geosynthetic, such as The Irstea anchorage...

... taken up by the anchorage, anchorage solutions using trenches of varying forms are sometimes used. This paper focuses on two types of anchors (simple run-out and wrap around). The first author has previously performed some pull-out tests using an anchorage bench under controlled conditions using three...

..., at different anchorage factors, are presented. Experimental pull-out test results for planar reinforcements are also examined/compared with the model using a zero anchorage factor. The model helps to evaluate the pull-out displacements, stresses, and strains along the length of the strip anchor reinforcement...

...N. Gurung; Y. Iwao This technical note describes the analysis of reinforcement pull-out tests using a shear model that incorporates a hyperbolic shear stress-displacement relation for the soil-reinforcement interface. Numerical studies of pull-out tests were performed for small to large strains...

...M.R. Madhav; N. Gurung; Y. Iwao Soil-reinforcement pull-out tests are essential for evaluating the strength, integrity, and effectiveness of the soil-reinforcement system. In this paper, a new pull-out test model that calculates the soil-geosynthetic reinforcement interface shear stress for highly...

...M.L. Lopes; M. Ladeira This paper examines pull-out test results of geogrid specimens embedded in a granular soil. The influence of specimen geometry, soil height and sleeve length on the pull-out force of the geogrid specimen is discussed and the results of nine pull-out tests are analysed. Soil...