In general, sheet pile walls may consist of steel, precast concrete, aluminum, wood, among others. For containment of contaminants steel is the most applicable material. The sheets are assembled before installation and can be either driven or vibrated into the ground, in either case, the sheet is lowered a few feet at a time. A major advantage of using sheet pile walls is that it provides strength. A continuous wall is constructed by joining the sheets together. These joints are considered to be the major weakness of sheet pile walls. Another concern is potential corrosion of the steel due to long-term exposure to some chemicals.
Traditional sheet pile walls are widely used for civil engineering projects but their use in geoenvironmental applications is limited due to leakage between the panel interlocks. Several innovative designs have been developed to address the problem of leakage between the interlocks including the Waterloo Barrier. The Waterloo barrier is able to achieve hydraulic conductivities of less than 10-8 cm/s by sealing the joints between each sheet.
1. Damaged wall section can be easily removed and replaced.
2. Depths of 50 to 100 ft can be reached depending on conditions and equipment.
3. Installation is very rapid when compared to other types of cutoff wall construction.
4. These walls have high strengths which is ideal for durability or if any type of reinforcement is required.
5. Little to no waste materials are generated during constuction.
6. Transport through means of diffusion is greatly reduced.
Sheet pile walls are fairly easy to install and do not require any previous excavation. Interlocking sheet pile, typically made of steel, are simply inserted into the ground one by one. The piles are either driven or more commonly vibrated to the necessary depth. For greater depths, additional piles are simply welded to the piles already inserted into the ground. If sealable joints are used, the joint cavities are flushed of all soil and debris and then a sealant is injected into the cavity.
This article comes from geoengineer edit released