Technical Commentary

Technical Commentary

The staff of Consult Marine have made some interesting observations over the last two decades, mostly with regard to the correlation of theory & practice.
Some concise technical commentary & photos are presented below. They bring to light a few quirks from the unique & wonderful world of marine construction.

The tremie method is a simple, yet effective way of placing concrete underwater.  A gravity-fed tremie consists of a rigid
Sometimes defects in either steel or timber piles are not evident above water (refer to photos – courtesy of Polaris
During underwater foundation preparation, it is sometimes necessary to provide a perfectly prepared and clean surface.  This may require bulk
Underwater construction requires the use of specialised tools.  Hydraulic-powered tools are often used due to their relative longevity and safety. 
Use of either steel or plastic bar chairs is generally avoided in reinforced concrete marine structures.  Plastic is generally difficult
Splicing is a common method used to repair defective timber piles in the marine environment.  A pile splice involves replacement
Stainless steel reinforcement is sometimes used in marine structures.  Often when a long service life is desired, or where the
Raking of sandstone seawalls may be readily achieved by stepping the courses.  Each successive course of blockwork is back-set some
Arguably, the most destructive marine borer is the Teredinid (also known as Ship worm).  Evidence of Ship worm is sometimes
Pholads are marine borers from the mollusc family.  Martesia Striata (refer to photo) is a commonly found Pholad.  It is
The destructive work of Isopods is one of the most easily recognisable of marine borers.  Examples of Isopods are Limnoria
Cathodic protection (CP) may be used on immersed steel piles to protect them from corrosion below mean sea level.  A
Accelerated Low Water Corrosion (ALWC) can affect unprotected marine steelwork within the lower portion of the tidal zone.  It is
Driving timber piles into rock can be problematic.  There is usually no option but to displacement drive the pile into