biaxial tensile behavior of spunbonded nonwoven geotextiles

geotextiles can be successfully employed for any geotechnical application when they are able to sustain pre-defined levels of tensile stresses. the biaxial tensile test has an advantage over other tensile test methods in that it does not allow “necking” during deformation which simulates the operational conditions of geotextiles under confined stresses. in this study, the model for uniaxial tensile behavior of nonwovens has been modified to investigate the biaxial tensile behavior of spunbonded geotextiles. the model has included the effect of fiber re-orientation, stress-strain behavior of constituent fibers, and physical characteristics of nonwovens when the geotextile specimen is laterally constrained. a comparison is made between predicted and experimental stress-strain curves obtained from previous work (bais-singh and goswami, 1998). theoretical findings of biaxial tensile behavior obtained using the layer theory are also critically discussed. in addition, it has been revealed that fiber re-orientation is a key factor in translating the random spunbonded nonwoven geotextiles to anisotropic structures under defined biaxial tensile stresses.