Use this URL to cite or link to this record in EThOS: http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.597686
Title: Effects of piles on tunnels
Author: Chung, K. H.
Awarding Body: University of Cambridge
Current Institution: University of Cambridge
Date of Award: 2008
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Abstract:
This research aims to investigate the effects of single bored or jacked piles on an adjacent tunnel in sand. This is conducted by means of centrifuge model tests. Model piles were loaded close to a model tunnel in-flight of 75g. The model tunnel is equivalent to a tunnel of 7.5 m external diameter at prototype scale at a depth of 26.3 m. It is instrumented with stain gauges and leaf springs for the measurement of tunnel lining behaviour and tunnel deformation. Back-analyses of the measured bending moments in the tunnel prior to being affected by an adjacent pile shows that the tunnel flexibility ratio is approximately 10. This tunnel is considered to be flexible, which is typical for most tunnels in the field. Field evidence shows that construction of bored piles close to tunnels in London Clay has only a very small effect. The centrifuge tests in this study show that the loading impact from the bored piles on the tunnel is rather limited. Even when the pile head loading is increased to the failure load (defined by a failure criterion of 10% of pile diameter), the induced bending moment increases by less than 40% of the pre-existing maximum bending moment and the associated tunnel deformation is less than 0.1% of tunnel diameter. These observations suggest the possibility of constructing bored piles very close to flexible tunnels. Contrary to bored piles, jacked piles cause a much greater impact on the tunnel. When the model jacked pile is installed adjacent to the tunnel, the induced bending moment at the tunnel near shoulder is increased by almost 100%. Even worse, the value is increased to over 400% at the crown if the pile is installed directly above the tunnel. The measured bending moment in the tunnel lining was found to be proportional to the estimated radial stress at the critical location of the tunnel.
Supervisor: Not available Sponsor: Not available
Qualification Name: Thesis (Ph.D.) Qualification Level: Doctoral
EThOS ID: uk.bl.ethos.597686  DOI: Not available
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