Bi Modulus Columns


Bi-modulus columns, a combination of two Menard techniques

The bi-modulus column technique, developed in the early 2000s, consists in topping Controlled Modulus Columns with a compacted granular material. In 2009, Menard drew up a specification and had it approved by independent technical third party. To date, Menard has successfully carried out numerous projects using the method.



Controlled Modulus Columns are first installed with concrete stopping at least 1 metre above the bi-modulus interface level in order to ensure continuity. Following an initial curing period, there is a window of several hours during which the granular top is installed. It is formed by a stone column interpenetrated into the Controlled Modulus Columns head with a height of at least 50 cm over the top of the Controlled Modulus Columns.



Bi-modulus columns are particularly effective in cases of deep cut-off, to avoid unwanted moments in slabs on backfill or in a seismic zone. All these elements have generated exponential growth in the use of the technique since it was developed.


How can one ensure continuity of the bi-modulus column at the interface?
Two main types of tests – loading and stripping – are carried out during the project to ensure, through visual inspection, the quality and quantity of the interface.