Page 7 - Deep Basements Project Examples
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Godalming             London               Exeter
          01483 310600          020 3096 7567        01392 439905
          Harrogate             Bristol              Dublin
          01423 276000          0117 373 6140        (01) 554 6210





      Deep Basements - Example Projects





      Kensington Row, London                                   Services
      Innovation in Design of Temporary Propping Systems
                                                                  Ÿ Ground movement analysis
      CGL's innovative approach to ground engineering paid off    Ÿ Temporary works design and design checking
      successfully in an unconventional temporary propping
      system for a deep basement excavation.                      Ÿ Monitoring strategy and contingency planning
                                                               As a value engineered solution, the buttress pile system
      Working with the principal contractor (O'Keefe           superseded the original conventional proposal to construct
      Construction) and the structural engineers (Walsh), CGL
                                                               a temporary earth berm and install a large network of steel
      played a key role in the analysis and design of a buttress   propping and thrust blocks. This revolutionary approach
      pile temporary propping system for a deep basement in
      Kensington.                                              proved to be a cost effective and practical solution in
                                                               comparison to conventional propping systems.
                                                               Additionally, the buttress pile solution allowed for bearing
      On this site, the buttress pile system supported a secant   pile installation to be undertaken for a reduced dig level
      pile wall within a 10m excavation. The buttress piles acted   and an overall accelerated construction programme by
      with the secant pile wall, through a rigid connection in the
                                                               eliminating restricted working spaces within the
      form of a capping beam between both elements. This       excavation.
      increased the rotational and lateral stiffness of the wall
      and ensured overall stability and serviceability was     During the excavation and basement construction the site
      maintained. This approach required the use of finite     team confirmed that the wall performed well with
      difference analysis software (FLAC) to model the complex   monitored movements falling within allowable and
      soil structure interaction. Serviceability limits on wall   predicted limits. These suggest the buttress pile temporary
      deflection and the corresponding ground movement
                                                               support system performed very effectively and is a great
      allowed behind the wall were low due to the presence of   example of what value engineering can achieve.
      nearby Network Rail infrastructure.
                                                               CGL has subsequently implemented similar buttress pile
                                                               systems on other projects to maximise working space.































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