Seismic behaviour of damaged tunnel during aftershock

Singh, D. K.; Mandal, A.; Karumanchi, SR; Murmu, Anant Lal; Sivakumar, N.

doi:10.1016/j.engfailanal.2018.06.028

Cited by 11 publications

(1 citation statement)

References 29 publications

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“…The research of similar materials in tunnel shaking-table tests is also a focus, including those in tunnel lining and surrounding rock. Wu Honggang et al [8] adopted hard PVC as the main material and applied a mixture of gypsum, quartz sand, and water as a 5 mm thick shell to complete the production of the lining model; D. K. Singh et al [9] used different materials to simulate damaged and undamaged tunnels and studied the seismic performance of damaged tunnels in aftershocks. Hao Zhou [10] studied the seismic dynamic response of a large-section tunnel in compacted clay by filling a container with clay soil; Cho Mya Darli [11] carried out a series of shaking-table tests on the integrated corridor tunnel in the mixed stratum of sand and clay, and the results showed that the dynamic response of the tunnel was significantly different in the clay and sandy stratum.…”

Section: Introductionmentioning

confidence: 99%

A Study on Seismic Dynamic Response of Pile-Supported Tunnels in Deep Backfill Area of Soil–Rock Mixture Based on a Model Test

Li,

Jin,

Sun

et al. 2024

Buildings

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Aiming to address the problem of construction and environmental risks in tunnel construction through the soil–rock mixture backfill area, this paper carried out a seismic dynamic response model test of a pile-supported tunnel based on practical projects. Firstly, the stress–strain curves and failure characteristics of the soil–rock mixture in the study area were obtained through triaxial tests, and based on this, similar materials for the model test were developed. Then, a vibration table model test was devised to investigate the seismic dynamic response of the pile–tunnel structure. The findings revealed the following: when subjected to seismic waves, the soil–rock mixture stratum displayed a “skin effect” in its acceleration response, indicating that closer proximity to the surface led to heightened horizontal acceleration responses; the horizontal peak acceleration of the grouting mixture stratum in the vertical direction exhibited a “Zigzag” pattern; the peak values of strain response and bending moment in the tunnel lining cross-section exhibited an “X” shape and inverted “V” shape, respectively. The bending moment at the pile crown increased alongside the peak value of the input seismic wave acceleration. The maximum surface settlement in the model ranged from 0.5 to 1 cm, with the tunnel–pile structure effectively mitigating surface settlement.

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Section: Introductionmentioning

confidence: 99%