Page 18 - LWFC Catalog
P. 18

1PM -      Bioinspired Cellular Concrete-UHPC Composite Materials This study
                                1:50PM      is  to  combine  two  unique  materials,  namely  ultra-high  performance
                                            concrete  (UHPC,  which  has  a  very  dense  particle  packing  for  high
                                            strength and incorporates a high dosage of microfibers to ensure high
                                            toughness) and cellular concrete (CC, which is a low-density material
                                            produced by incorporating air bubbles in the cement paste matrix), into
                                            a composite material through the fundamental understanding of the
                                            hierarchical structure of bone and active control of the cement-based
                                            materials. By mimicking the microstructure and mechanical properties
     Wednesday                              of bones, the strength-to-weight ratio of the material is believed to be
                                            significantly higher with the combination of the unique features of CC
         October                            and  UHPC.  Results  from  the  study  demonstrated  that  it  is  feasible  to
                                            create this UHPC-CC composite material that is similar to the compact-
              20                            cancellous  bone  structure  with  lightweight  yet  excellent  (static  and
                                            dynamic)  mechanical  behavior.  The  lightweight  precast  structure
                                            elements could minimize the efforts and costs during transportation. I In
                                            addition, this composite material with strong shells or skins and energy
                                            absorbent core could be implemented for applications such as impact
                                            or  explosion  protective  barriers,  as  they  are  prone  to  transform  the
                                            kinetic energy during the impact in deformation energy.


                                 1PM -      Creating Reusable Roof Insulation Systems with Lightweight Fill The
                                1:50PM      presentation takes an in-depth look at the composition of aggregate
                                            and  cellular  lightweight  insulating  concrete  systems.  The  attendees
                                            will  be  presented  with  the  unique  performance  and  application
                                            characteristics and considerations in high wind uplift, plaza deck, and
                                            metal deck design applications. How to specify and design a reusable
                                            roof  and  plaza  deck  insulation  system  that  minimizes  environmental
                                            impact,  provides  enhanced  protection  in  high  wind  uplift  locations,
                                            and  provides  fire  and  thermal  resistance  in  order  to  protect  the
                                            occupants & ensure business continuity. Identify how aggregate and
                                            cellular lightweight insulating concrete systems derive their lightweight
                                            properties.Learn about aggregate sourcing and how it can potentially
                                            contribute to achieving LEED goals. Learn about benefits and limitations
                                            of both aggregate and cellular lightweight insulating concrete systems.
                                            Understand how design application impacts LWIC system selection.

                                 2PM -      Light  Weight  Fill  at Port  Canaveral’s  Cruise  Terminal  3 Wharf  In
                                2:50 PM     2020  the  Canaveral  Port  Authority  (CPA)  completed  the  rebuild  of
                                            Cruise Terminal 3 (CT3) Berth to accommodate the increasing size of
                                            ultra-large cruise vessels. The original CT3, constructed in 1983, was an
                                            open pile standoff wharf with a shallow bulkhead wall.  Because cruise
                                            ships have more than doubled in length since 1983, and because the
                                            wharf’s deck was not designed for the heavy wheel loads from mobile
                                            passenger  gangways,  the  open  pile  wharf  was  deemed  functionally
                                            obsolete.  In 2017 the Jacobs design team started the planning, design,
                                            and permitting of the replacement berth that will use a deep bulkhead
                                            wall  positioned  seaward  of  the  existing  shallow  wall.    Lightweight  fill
                                            would be used as part of the backfill between the existing and new
                                            walls.  Construction started in July 2018 and was completed in March
                                            2020.  And finally, the presentation will show some of the lessons learned
                                            from using LWF in marine construction and how future wharf designs at
                                            Port Canaveral could be modified to mitigate some of the construction
                                            issues.
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