Laboratories and facilities

Massive concrete armour units are used extensively around the world in harbour breakwaters and coastal defences.  A range of experiments are being carried out in the Structures Laboratory, to support the development and validation of computational methods (in the Department of Earth Science and Engineering http://vgest.net/applications/coastal-engineering/stresses-in-armour-units/ ) aimed at predicting the behaviour of multi-body systems comprising such units in the loading regimes typically experienced in reality. In-elastic models including plastic and fracture behaviour are being introduced into the computational models.

The real armour units in use today have a range of shapes and are typically 2.5 to 4.5m high, weighing between 15 and 60 tonnes.  The laboratory test programme is using scale models (around 1/8 and 1/50).  For example, these 350mm high units will be loaded in compression in a 3500KN capacity servo-hydraulic test rig, in both four-point and six-point loading configurations.

Individual “arms” have been cast onto rigid mountings to allow the frictional and damage characteristics of interactions between units to be assessed.

Contacts:

Department of Civil and Environmental Engineering;

• Andy Pullen, Structures Laboratory;a.pullen@imperial.ac.uk
• Professor Bassam Izzuddin, b.izzuddin@imperial.ac.uk

Earth Science and Engineering;

• Dr John-Paul Latham, j.p.latham@imperial.ac.uk

In practice, when casting concrete elements on site, it is difficult, if not impossible, to avoid having any form of restraint whatsoever, which is a potential cause of cracking.  Example applications include (but are not limited to) reinforced concrete (RC) walls cast on stiff foundation bases (base restraint) and RC wall panels cast between previous pours on a stiff base (combined edge and end restraints) such as in retaining walls, liquid-retaining tanks and underground structures including tunnels.

Cracking in RC structures is problematic not only because it jeopardises aesthetics and durability but also because it may cause water leakage problems in liquid-resisting structures.  Crack widths may, however be controlled by steel reinforcement.

Temperatures are constantly monitored using thermocouples cast within the concrete.  Transducers monitor horizontal and vertical wall displacements whereas DEMEC strain gauges and electric strain gauges are used to monitor compressive and tensile strains in the RC wall and restraining steel beam.  Cracks are monitored and crack widths measured using a crack width microscope.

Test results are being used to validate numerical models in ADAPTIC.  Once validated, more parameters may be investigated using these validated models.

• PhD candidate: Marianna Micallef
• Laboratory technician: Leslie T. Clark
• Supervisors: Dr Robert L. Vollum; Professor Bassam A. Izzuddin
• Project funding: Laing O’Rourke