Underground Construction - December 2020 - 37

EDITION 62 | DEC 2020 | NASSCO.ORG

forces associated with the installation process.
Resin to glass ratios of these liners range from
40% to 60% glass creating an extremely strong
composite structure. Flexural modulus values
of 1.5 to 2.4 million psi or higher and flexural
strength values of 25,000 to 50,000 psi and
higher are common for these fiber reinforced
materials.
Hybrid fiber reinforced felt liners were originally
developed to target pressure pipe applications.
The controlling design value is tensile strength
for CIPP in pressure pipe applications; the
fiber reinforcement is used to increase the
tensile properties. The earliest iterations used
chopped strand mat fiberglass attached or
needled into the felt material. Properties of these
types of materials are more isotropic and any
improvement in flexural modulus may be minimal
dependent upon placement of the reinforcing
layer within the composite construction. Many
of these hybrid liners now take advantage of
continuous fiber mats which allow a higher
percentage of the reinforcing fiber to be placed
in the hoop or triaxial direction. The added
customization has allowed for the development
of CIPP for pressure pipe applications that have
significantly higher tensile strength, increasing
the technical envelope to accommodate a wider
range of pressure applications.
Fiber reinforced liners are now finding increased
usage in standard gravity applications for large
diameter pipe rehabilitation. The required wall
thickness of gravity CIPP is typically controlled by
the flexural modulus of the cured liner, although
it may be controlled by flexural strength in
structures with flat wall sections like box culverts

and some inverted egg shaped pipes. The
flexural modulus was initially increased by using
resin enhancers or fillers. The addition of fillers to
the resin increased the flexural modulus allowing
for a reduction in the wall thickness of the CIPP.
Construction has evolved to incorporating fiber
reinforced layers to increase both the flexural
modulus and flexural strength of the composite.
The fiber reinforced layers are typically added
to the outer and inner layers of the liner with
the middle or sandwich layers made with the
standard felt. This construction creates an
I-beam structure that has significantly higher
flexural modulus and flexural strength. These
high modulus composites allow for thinner CIPP
design which reduces resin consumption saving
the customer money with the added benefit of
increasing flow capacity. The lower weight also
helps with material handling and increases the
length of liner that can be transported to the job
site. In addition, fiber reinforced liners typically
have higher creep retention properties than
standard felt products. The higher creep retention
can be used to further reduce the design
thickness of the installed liner.
While there remains some level of education that
is required for the design engineering community
on potential opportunities and uses for fiber
reinforced composites, these products are
now fairly widely accepted. As the demand for
gravity and pressure pipe rehabilitation continues
to grow, manufacturers and contractors will
continue to work together to further advance the
use of these high tech, fiber reinforced products
throughout the industry.

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Underground Construction - December 2020

Table of Contents for the Digital Edition of Underground Construction - December 2020

Contents
Underground Construction - December 2020 - Cover1
Underground Construction - December 2020 - Cover2
Underground Construction - December 2020 - Contents
Underground Construction - December 2020 - 4
Underground Construction - December 2020 - 5
Underground Construction - December 2020 - 6
Underground Construction - December 2020 - 7
Underground Construction - December 2020 - 8
Underground Construction - December 2020 - 9
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