plastic piling

THE Truline Modular Plastic Piling

Installation options for seawall & bulkhead construction

There are typically two installation options for most seawalls or retaining walls. Most walls are either anchored or cantilevered (no anchor). The Truline system, however, is unique because it can be pin piled into rocky soil conditions.

This unique benefit of the Truline system helps engineers and contractors when installing a wall. Every job site is different and the soil conditions can vary during installation. Therefore, it is very helpful during the installation of any wall, to be able to pin pile individual sections in difficult or rocky soil conditions.

What does “pin pile” mean? Essentially, a steel pipe is installed in the middle of the Truline vinyl sheet pile form and driven into the rock, per the engineer’s design. Walls that are not pin piled can end up “toeing out” at the bottom of the wall, which leads to failure.

Anchor Installation
When conditions allow the sheet to be installed to the required depth for a stable wall.

Use any tie rods and deadman or anchor systems.
Walers can be used in place of or in addition to a structural top cap.

Cantilever Installation
When conditions allow the sheet to be installed to the required depth for a stable wall.

Required embedment depths are deeper than needed for an anchored wall of the same height.

Due to the stresses being much higher than for an anchored wall, the range of exposure height is also limited compared to the possible exposures of anchored walls using the Truline system.

Pin Pile Installation
When conditions PREVENT the sheet to be installed to the required depth for a stable wall.

Truline is first driven to refusal. A pin pile is then driven into the rock, extending below the toe of the sheet and up into the hollow of the Truline form.

Drawings for Seawalls and Bulkheads

Click on the image on the right to view and download a series of drawings that show how to install the first pile, male return wall, round or square corners and expansion joints.

The drawings below provide generic construction examples for seawalls, bulkhead walls and retaining walls. Truline and THE Plastic Piling Company do not provide any warranty that these designs are acceptable for any specific applications. The design must be evaluated and approved by a qualified engineer familiar with the conditions on the actual job site.

Capping options for Truline Plastic Piling

As this product is commonly filled with concrete, it is traditionally finished off with a concrete cap.  The formwork needed for such is much more basic than that commonly used in steel sheet piling, due primarily to the flat front and back of the pile, as opposed to fitting formwork around a corrugation.

Alternatively, steel capping has been used, and within our range we have two plastic capping beams that will fit the profile.

Soil plug behaviour – inside the Truline plastic pile

Truline is an open ended hollow pile. initially, as the sheet is installed, it is driven through the soil such that the spoil level inside the sheet remains at the same elevation as the mud line outside the sheet. However shaft friction between the sheet and the soil inside gradually increases as the embedment depth increases. Eventually these frictional forces along with the inertial forces of the soil inside the sheet exceed the bearing capacity of the soil at the pile toe. At that point, the soil plug that has developed is driven down with the pile such that the soil level inside the sheet gets driven to lower elevations than the mud line outside the sheet.

The effect has been observed across a wide range of installations. Its extent varies with soil type making a precise determination of drop in the plug difficult to predict.

It may not be necessary to remove the soil plug at the bottom of the Truline cell prior to filling with reinforced concrete. The soil plug is considered to be sufficiently compacted by the installation process to be stable over the life of the structure. However an engineering analysis must be performed to ensure that the bending and shear loads applied to the wall below the level of the concrete fill ends do not exceed the allowable limits for the Truline pile alone. If either limit is exceeded, a portion of the plug must be removed to extend the depth of the concrete fill to a level below which the Truline Sheet alone can carry the applied load.

Other Plastic Piling Products

U Shaped Vinyl Sheet Piling

ProLock Omega Plastic Piling

Budget Plastic Piling

Z Profile Vinyl Sheet Piling

MultiLock® Plastic Piling

Join Our Industry Mailing List

Stay informed with the latest updates, product releases, and expert insights from the plastic piling industry.

Name