Using Energy-Absorbing Dampers to Solve the Problem of Large Deformation in Soft-Rock Tunnels: A Case Study

Abstract

The commonly used strength design concept of tunnel support structures is inadequate to address the large deformation of soft rock. This study designed a series of energy-absorbing dampers (EDs) with low stiffness and high deformation capacity based on the energy principle. The ED was directly installed on the steel arch, which used its compression deformation to release the surrounding rock pressure and absorb the surrounding rock deformation to ensure the stability of the initial support structure. A compression test analyzed the ED’s mechanical properties, optimizing the structural parameters. The preliminary test results showed that the arc energy-absorbing damper’s (AED-I) peak strength (15.33 Mpa) was lower than the standard compressive strength of C25 shotcrete, with a safety factor of 1.63. The AED-I’s maximum compression ratio was 73.20%. To further improve the AED-I’s reliability and ability to absorb the deformation of surrounding rock, the bending radius of the AED-I’s energy-absorbing steel plate was reduced from 1800 mm to 1300 mm. After optimization, the AED-IO’s peak strength was reduced to 10.5 Mpa, and the safety factor increased to 2.38. The maximum compression ratio of the AED-IO also increased to 75.79%. The AED-IO has been applied to treat the large deformation of soft rock in the Zhongshao Tunnel on the Yuchu Expressway. Compared with a traditional support method, the maximum surrounding rock pressure was only 0.13 Mpa in the section where the AED-IO was applied. The maximum steel arch stress was 122.26 Mpa, far less than its uniaxial compressive strength. The application of the AED-IO ensures the stability of the initial support structure. Meanwhile, using an AED-IO saves CNY 24,323.85 per meter and reduces waste emissions by 20 tons.

Research on Energy Absorption Characteristics of Polypropylene Foam Concrete Buffer Layer in High Ground Stress Soft Rock Tunnel

“…Accordingly, the energy WV absorbed per unit volume can be argued to consist of two parts: (1) the energy WV1 which is absorbed by the elastic-plastic section and (2) the compressed energy WV2 absorbed by the The energy absorption of the EPP concrete occurs in two stages, namely, the elasticplastic deformation and the pore collapse compaction. Accordingly, the energy W V absorbed per unit volume can be argued to consist of two parts: (1) the energy W V1 which is absorbed by the elastic-plastic section and (2) the compressed energy W V2 absorbed by the platform segment, the mathematical relationship and the calculation formulae, of which are shown in Formulas ( 8)- (10).…”

“…The deformation mechanism of high ground stress soft rock tunnels was also studied by Liu D.J. et al [9] and Liu Y. et al [10]. Accordingly, they proposed using compressible materials to absorb the deformation energy of the surrounding rock.…”