NON-LINEAR, ELASTIC - PLASTIC RESPONSE OF STEEL FIBRE REINFORCED SHOTCRETE TO UNIAXIAL AND TRIAXIAL COMPRESSION TESTING
June 7-10, 2009
Understanding the complete stress-strain behavior of shotcrete is extremely important in ground support design; especially in cases where large deformations are expected such as around mine excavations at great depth. The application of non-linear numerical modeling to mining industry problems has increased in recent years. More realistic stress-strain response and failure criteria in complex plasticity models are also being used in the design of the larger, deeper mines. One of the factors to improve the reliability of numerical modeling is to properly define geotechnical parameters for both the rock mass and shotcrete surface support. Uniaxial and triaxial compression tests on steel fibre reinforced shotcrete (SFRS) have been used to quantify elastic-plastic response behaviour for both the peak and post-peak regions. The laboratory tests were conducted with a servo-controlled testing machine to obtain complete stress-strain curves. The test results include unconfined and triaxial compressive strength, shear strength and tensile strength together with the elastic and plastic mechanical properties of SFRS. A method is also suggested for obtaining the plasticity parameters for non-linear modeling of SFRS.
Hla Aye Saw, Ernesto Villaescusa, Christopher R. Windsor, and Alan G. Thompson, "NON-LINEAR, ELASTIC - PLASTIC RESPONSE OF STEEL FIBRE REINFORCED SHOTCRETE TO UNIAXIAL AND TRIAXIAL COMPRESSION TESTING" in "Shotcrete for Underground Support XI", Felix Amberg, M.o.S. ETHZ, SIA, Switzerland; Knut F Garshol, BASF Construction Chemicals, LLF, USA Eds, ECI Symposium Series, (2009). https://dc.engconfintl.org/shotcrete/8