An investigation on the effect of high energy storage anchor on surrounding rock conditions

High pre-tension bolt is an effective strata control technique and is the
key to ensure the stability of anchorage and roadway. Based on the
performances of high energy storage tension rock bolts in different rock
properties, this study proposed a constitutive model to describe the
energy balance of anchor under uniaxial compression. UDEC was used to
simulate the behaviour of anchor in coal under uniaxial compression and
the results were analysed to study the rock mechanical properties, degree
of damage and energy evolution. Simulation results showed that tension
rock bolts can improve the mechanical properties and energy storage
capacities of anchor. The energy evolution was divided into three stages:
i) the external work was stored in the form of elastic strain energy (Ue)
in the anchor prior to the yielding strength; ii) the elastic strain
energy reached its maximum near the peak strength; iii) Energy was
dissipated from fracture friction (Wf ), plastic deformation (Wp) and
acoustic emission (Ur) during post-peak stage. The installation of tension
rock bolts was more suitable for medium hard rock (e.g. sandy mudstone),
whereas it was not effective for hard rock (e.g. sandstone).