[Home] [Background and Features of Impact Compaction] [Typical Applications and Services] [Monitoring and Certification] [World Wide Contacts]

Please refer to www.landpac.co.uk and www.landpac.co.za for detailed information,

specifications, brochures and video footage.

Background and Features of Impact Compaction

Background


During the late 1940’s in South Africa, a young civil engineer by the name of Aubrey Berrangé, was watching a fleet of equipment build an embankment on a remote road building project. The soil was being placed in thin layers and compacted with multiple passes of a vibratory roller. As he watched, he was struck by the fact that, of all the processes happening on the site, the compaction of the newly placed soil was both the most critical to the success of the project and at the same time, the least efficient. He began to wonder what it would take to enable soil to be compacted in much thicker layers. Little did he know at the time that his thinking was about to lead him into a study that would last a lifetime and lead to the only real revolutionary advance in soil compaction since the invention of the steam roller…..

Between the years of 1949 and 1953, Aubrey Berrangé worked on the development of a “square wheel” roller. The principle was to provide a large compactive force on a large contact area similar to a “stamper” or a “rammer” but on a continuous basis. There were many development challenges as the forces were enormous and it wasn’t as simple as one might imagine at first. Nonetheless he persevered and through the development of a series of trial machines, he was able to produce a machine that effectively compacted soil to far greater depths than was possible using the conventional vibratory equipment. Despite the effectiveness of the “square rollers” the idea seemed to be a little “ahead of it’s time” since the real need for deep compaction was not clearly apparent to most people in the industry.

Some 20 years later, during the 1970’s, conditions for the use of “deep compaction equipment” became more favourable. Roads were having to withstand the strain of carrying larger truck loads, airports were having to cater for much larger aircraft [747’s etc] and many places around the world were looking at reclaiming land from the sea. With a renewed interest in the requirement for deep compaction becoming apparent, Aubrey Berrangé dug his old machine out of mothballs and went in search of industrial development partners. What followed was a twenty year development story that was filled with much intrigue and interesting developments. Many collaborations were undertaken including a lot of work done under the auspices of the South African Council for Scientific and Industrial Research [CSIR]. During this twenty year development period, the impact compactor became widely accepted in Southern Africa and Australia.

As the design was refined, a twin mass [split-mass] configuration was adopted. This proved to overcome some of the constraints of the single mass machines. Different shapes of masses were also developed within the twin mass range of equipment to better suit different applications.

In the early 1990’s, Landpac purchased the patent rights to many of Aubrey Berrangé’s designs and they embarked on a programme to produce improved models of some of his equipment as well as the development of new products based on his original developments. Initially, Aubrey Berrangé continued to provide some technical consulting services, but later he moved on and now lives in retirement in the United Kingdom.

Landpac has however continued at an ever increasing pace to develop Impact Compaction technology and various other allied technologies and products in an effort to truly innovate the ways in which compaction and ground improvement can be effectively achieved. One recent development was the introduction of Continuous Impact Response [CIR] measurement to enable the effective control and “certification” of the compaction performed by Landpac Impact Compactors. This system is now being used as a quality control tool and further development is taking place to enhance the capabilities of this new technology. Work is also being performed by Landpac on the development of two new Ground Improvement Products that will introduce further innovations in the field of compaction and ground improvement.

 

 

Features of Impact Compaction


Landpac high energy impact compaction involves the transfer of comp

action energy into the soil by means of the lifting and falling motion of non-circular rotating masses. The rotation of such masses to their highest point results in an effective potential energy build-up. Further rotation of these masses results in the conversion of this potential energy into a falling kinetic energy, which is transferred to the soil upon the impact of the lowest point of the masses with the surface of the soil. The amount of energy transferred, in the form of compactive effort, is closely related to the amount of potential energy generated in the lifting process.


The Landpac high energy impact compaction equipment is towed along the ground by a tractor at a relatively high speed of 10-13 km/h. The non-circular masses are thus caused to rotate and generate a series of high impact and high amplitude blows that are delivered to the surface of the soil at a relatively low frequency of 90 to 130 blows per minute. The energy per blow varies between 10kJ and 25kJ depending on the type of compactor being utilised. Because the energy is transferred in the form of a “dynamic load” it is possible to generate very high compaction forces when utilising the Landpac high energy impact compaction equipment. The main features of this high energy impact compaction process include the following:


COMPACTION LOADS


The high energy and dynamic compaction action of the Landpac HEIC equipment leads to typical compaction loads of between 1200kN and 2500kN being generated depending upon the type and condition of the material being compacted.


MATERIAL MOISTURE CONTENT


The high energy of the Landpac HEIC equipment leads to the ability to compact material to a higher maximum dry density than is achievable with conventional roller type of compaction equipment.
This high energy also allows for the compaction of material over a wider range of moisture conditions particularly dry of optimum moisture content.

DEPTH OF INFLUENCE


The high compaction loads that are generated by the Landpac HEIC equipment lead to high surface contact pressure on the soil. This coupled to the relatively large contact area over which the compaction energy transfer takes place, leads to a vastly increased depth of influence of the compaction. Ground improvement is typically measured to effective depths of 2m-3m with depths of up to 5m being recorded in some applications.

SOIL COMPRESSIBILITY


The shape of the non-circular masses allows for the high energy parcels to be transferred in the form of a “rolling impact”. This means that the load duration of the Landpac HEIC process is relatively long [typically 0.12s]. This extended load transfer duration in turn leads to a softer soil response to the load and hence an enhanced soil compressibility is achievable.

COMPACTION PRODUCTIVITY


The relatively high operating speed and depth of influence of the Landpac HEIC process leads to very high productivity of compaction. The HEIC process can typically cover 15,000m² per hour per surface coverage. The productivity of the Landpac HEIC process can be between 2 and 5 times higher than that of conventional shallow compaction equipment when performing fill works and many times more productive than that when it comes to the improvement of in-situ materials.
Landpac high energy impact compaction equipment thus provides a process that allows for a wide range of applications from fill works compaction through to deep in-situ ground improvement. In all of the appropriate applications of this equipment it is possible to ensure project cost savings whilst at the same time enhancing the quality assurance of the works relative to the “in service” performance of the materials that have been treated using this equipment.

 


 

 

 

 

Copyright (C) 2008 Compaction Technology (Pty) Ltd. All rights reserved.

This page was last updated in October 2008.