Though the uniaxial compressive strength (UCS) of rock material is one of the key properties for rockmass characterization purposes, core samples for the test cannot always be obtained from the field.
Dae Hoon Kim +5 more
core
Mechanical behavior of cemented paste backfill under the coupled effect of loading rate and moisture content. [PDF]
Wan C +5 more
europepmc +1 more source
A High-Phosphogypsum Multi-Solid-Waste Cementitious Binder for Backfill: Cross-Scale Insight into Pore Structure and Strength Development. [PDF]
Hu J +5 more
europepmc +1 more source
Uniaxial compressive strength (UCS) values of rocks are the most important input parameter in rock mechanics and engineering applications. This parameter can be determined by laboratory tests and indirect methods.
Balci, Mehmet Can +4 more
core +1 more source
Study on the mechanical behavior and fracturing mechanism of rock containing two unparallel prefabricated fissures under uniaxial loading. [PDF]
Li J, Wei Y, Wang T.
europepmc +1 more source
Sustainable Waste Tire Rubber Granule Concrete: Preparation, Mechanical Performance and Field Application for Pressure Relief in High-Ground-Stress Soft Rock Roadways. [PDF]
Qiao WG +4 more
europepmc +1 more source
Modular stayed 3D-lattice structures manufactured by MEX-AM: buckling behaviour and energy absorption. [PDF]
Ou Y +5 more
europepmc +1 more source
Interpretable prediction of dynamic compressive strength of red sandstone under wetting-drying cycles using ensemble learning. [PDF]
Du B, Qi W, Bai H.
europepmc +1 more source
Research on damage size effect of cemented paste backfill under high sand-cement ratio conditions. [PDF]
Jiang D, Li H, Sun G.
europepmc +1 more source
Study on physico-mechanical properties and damage constitutive model of sandstone-like materials. [PDF]
Zhang S +5 more
europepmc +1 more source

