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Geotechnical
Geophysical
Lateral
Load
Compressive
Load
Tension
COOK utilizes its
over 45 years of experience constructing foundation systems to assist
architects and engineers in the determination of the most cost effective
and buildable foundation systems. By partnering with professionals early
on in the design phase of a project COOK can bridge the gap between design
and buildability. This process begins with a thorough consideration of
the actual site conditions, for it is these conditions which should determine
the foundation design.
It is upon a foundation
that any structure must be built. Whether that structure is a single monopole
communications tower, a multiple span bridge or a towering skyscraper
the most critical component of the design is the foundation that will
support that structure. Yet, it is within the foundation that the greatest
design challenges are also faced.
These challenges arise
out of the inherent uncertainties in what lies beneath the footprint of
the structure to be constructed. Conventional geotechnical investigations
can provide information on the actual site conditions, however are limited
to single point sampling. Interperlation between each sampling point is
than used in an effort to model the actual subsurface conditions beneath
a site. These methods unfortunately lack the resolution necessary to model
the subsurface conditions with any accuracy when the geologic terrain
is varied. Equally unfortunately, entropy dictates that nature moves unvaryingly
towards disorder resulting in variations in subsurface conditions. This
natural effect is compounded in urban areas where historic construction
has added to the potential variations in subsurface conditions and adds
concerns over abandoned man made structures on foundation constructability.
In most cases the
subsurface conditions beneath a site will vary significantly over short
lateral distances. Whether natural or man made in origin, these variations
can often have significant impacts on the design of foundation systems
and if undetected can seriously impact both the costs and buildability
of foundations during the construction process.
COOK employees and
aggressive approach to geotechnical investigations. Too often COOK has
been involved with projects whose foundation have been designed based
upon insufficient geotechnical information. Whether large or small in
scope, the financial impacts of this lack of information on overall project
cost can be enormous in scale. A six thousand-dollar geotechnical study
will be used as the basis of a million-dollar design, or a half dozen
points of information will be used to infer the subsurface conditions
beneath acres of land. Utilizing its knowledge of, and experience in constructing,
the full range of foundation systems COOK can tailor a geotechnical investigation
to meet the design requirements of a project, and tailor the foundation
design to meet the subsurface conditions beneath a site.
The use of nonintusive
geophysical techniques to augment point sampling a full picture of the
subsurface conditions beneath a site can be created. These techniques
increase the resolution of this picture not only reducing the uncertainties,
and financial risks, associated with these conditions, but allowing COOK
to tailor the foundation system more accurately to the design requirements.
This ability to fine tune a foundation system both in design and scale
results in net cost savings to the Owner far in excess of the addition
costs invested in a more advance geotechnical investigation.
Further clarity and
refinement of a foundation design can be achieved through pre construction
field tests of the proposed designs. Load testing of both large diameter
caissons and smaller diameter piles can be conducted economically utilizing
bi-directional load testing. Information gathered from these tests can
be used to refine foundation designs, confirm engineering calculations
and insure overall product quality. In COOK's experience these tests often
result in the ability to reduce overall construction costs through the
fine tuning of the actual foundation redesign in regards to the scale
of the individual members of the foundation system. This is possible through
the clarity that the testing process brings to the actual load bearing
capacity versus theoretical bearing capacities.

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