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Chapter 5
               Computational modelling of ground waves

                                due to pile driving
                              C.L.Ramshaw and A.R.Selby










                                       Introduction
            A  number  of  construction  processes  require  high  energy  input  to  achieve  their
            objectives. They include blasting for tunnelling and quarrying, rock ripping and
            breaking-out,  ground  improvement  by  vibro-compaction,  dynamic  compaction
            or  vibratory  rolling,  pile-driving,  the  movement  of  heavy  site  plant,  and
            demolition. All of these processes also cause severe ground vibrations close to the
            source  activity.  While  many  of  these  are  used  only  in  locations  remote  from
            buildings and services, piles must frequently be installed in urban development
            sites and residential areas. Here ground vibrations cause disturbance to residents
            and  occupants  of  buildings,  and  may  create  a  risk  of  cosmetic  or  structural
            damage  (e.g.  Wiss,  1967;  Selby,  1991;  Head  and  Jardine  1992;  Malam,  1992;
            Dowding  1996).  In  such  situations  it  is  important  to  be  able  to  predict  ground
            vibrations and to monitor and control peak levels; it is important also to estimate
            the effects of the vibrations on buildings and buried services, see Figure 5.1.
              A variety of pre-formed piles exists which must be installed by high energy
            drivers.  Steel  sheet  piles  are  used  for  quay  walls,  temporary  cofferdams,
            retaining walls and integral bridge abutments. Steel bearing piles may be of tube,
            box or ‘H’ section, and may be driven vertically or to a rake and may be 40 m or
            more  in  length.  Driven  concrete  piles  may  be  precast  reinforced  or  prestressed
            segmental units or driven and cast-in-place. In Canada and Scandinavia timber
            piles are sometimes used.
              A  wide  range  of  hammers  has  been  developed  over  the  years,  which  can  be
            classified as impact, vibratory and special. The character of ground vibrations is
            primarily a function of hammer type and energy.


                                     Impact hammers
            The  simplest,  and  oldest,  hammer  is  the  drop  weight,  which  is  raised  and
            released into ‘free’ fall by the main lift wire of a crane. It is cheap but of low
            efficiency, and may cause equipment wear. Air hammers (originally steam) are
            powered  by  compressed  air;  they  have  a  high  strike  rate  with  low  energy  per
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