Name: ESC Group
Price range: $

Question 1

What is the proper vinyl sheet pile driving method for different soil types?

Accepted Answer

“Pitch and drive” method is the most practical way of pile driving in loose soils especially when using short piles.  Also called “set and drive”, this method installs piles one by one. However, with only one interlock in control, sheet piles have high tendencies of rotating from the axis and leaning forward or backward. Panel driving is recommended for the dense deposit of sands and compact cohesive soils such as heavy clay or in presence of obstructions. In this method, a number of piles are interlocked together before driving. The panel of piles is supported by guide frames and driven gradually in sequence, sometimes in a staggered manner. The method can achieve installations of longer piles in more difficult ground conditions with better results in sheet pile alignment and verticality. In cases of difficult ground conditions such as hard strata and the presence of obstructions, driving assistance is employed along with a proper selection of driving method and equipment. Jetting and drilling help by loosening or eliminating obstructions by creating pressure right under the tip of the sheet pile being driven. Long and slender PVC sheet piles require steel mandrels as supports when driven in such conditions. Mandrel, which shape is similar to sheet pile profiles, increases the rigidity of Plastic Sheet Pile and supports the weight of the driving equipment such as a vibro-hammer.

Question 2

What is the proper machine to drive piles in different conditions?

Accepted Answer

Impact driving is suitable for all soil types but appears to create the highest degree of stress to sheet piles. It is more appropriate to cohesive soils and soft soils such as silts and peats, loose medium to coarse sand, and gravels free of rock inclusions. Drop hammers such as the hydraulic hammer are the common types of impact-driving machinery. Driving using vibratory hammers is ideal for non-cohesive or granular soils such as soft soils and round-grained sand or gravel. It has also shown satisfactory performance in sandy, silty, or softer clay soils. It is less effective in angular-grained materials and soils with a firm consistency. With the introduction of vibration, however, the sub-soil can be further compacted, increasing penetration resistance and ultimately-refusal. If this is the case, driving aids like jetting and drilling might be necessary.

Question 3

What are the pvc sheet pile selection criteria for soil condition of different hardness?

Accepted Answer

General rule of the thumb: “the harder the soil, the stronger and stiffer sheet pile section should be used”. Driveability of a pile section is a consequence of its cross-sectional properties (thickness, depth, and width), designed shape, length, grade, and the applied load. Hardness of soil strata characterized by SPT or CPT values is used to predict soil resistance which is essential in the calculation of driving force to be applied. Knowing the range of force from the selected driving machine, corresponding sheet pile sections can be picked according to their yield strength and elastic modulus.

Question 4

How should I choose a sheet pile section for soils with, say, SPT Value, N=30? Can I still consider using vinyl or shift to steel?

Accepted Answer

Every sheet pile material has a design purpose, strengths, and areas of improvement. The availability of different materials denotes the need for a special material for a specific application. Plastic or synthetic sheet piles for example are known for being light and corrosion-resistant; Steel sheet piles are recognized for their extraordinary strength and versatility; and so on.

Delivering High Grade Engineered Solutions to the
Global Market for almost 40 years

Construction Solutions and Latest Updates

ESC-T40-4.0 Trench Sheet Supplied for IBN Battuta Mall Project, Dubai, UAE

Khalifa Port Expansion Project Supply of Concrete Bases & Moulds

ESC supplied materials to Melbourne's CBD, Victoria Harbour Project in Australia

Trench Box Rental | Improvement of Al Wasl Road – Phase 1B – Interchange 2.5, JLT, Dubai, UAE

Protective Coating & Fabrication of Corner Pile Palm Deira Access Bridge, UAE

ESC Releases 2017/2018 Edition Products Catalogue

Acerlum-ESC spanish website upgraded

French, Russian, Portuguese websites added

ESC Steel LLC appears in Pilebuck Magazine

AAPA Port Conference in Mexico

Steel Pontoons and Gangways Delivered

Piling & Deep Foundations Australasia Conference 2016

Hinkley Point C Nuclear Power Station - Temporary Jetty Pipe Piles

ESC General Catalogue 2016/2017 Available Now

ESC Group App gets major update!

ESC Annual Conference 2016 - Abu Dhabi UAE

ESC Group & Edgen Murray - Expert Piling Solutions Workshop in Jakarta, Indonesia

ESC Piling Solutions Workshop in Manila - November 26th 2015

ESC Group Workshop in Manila - 26th November 2015

ESC Group representation in Colombia

3rd International Conference on Deep Foundations in Mexico City

Portuguese ESC Product Catalogue now available

ESC establishes new partnership with IPAC SA

ESC receives 1,855 ton order for Steel Mono Piles