Dynamics response ground improved using of deep improvement techniques
A variety of ground improvement techniques are used to stabilise or enhance the ground’s engineering behaviour. The emphasis is often on improving bearing capacity and/or reducing settlement risks. Of the techniques used, it is common to employ deep stabilisation or reinforcement approaches, using either deep soil mixing or vibro-stone columns. Whilst static stress-strain responses of these approaches are understood, very little work has been undertaken to look at cyclic or dynamic response of these methods. However, increasingly these methods are being used where such loading environment are common. Thus, this project will develop the fundamental understanding of cyclic and /or dynamic responses of ground treated with deep improvement methods. This will involve laboratory modelling supported by numerical analysis and potential field measurements, to firstly develop a fundamental understanding of dynamic/cyclic responses under a range of loading situations and secondly how deep improvement methods can be used more effectively under such environments.
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This research project is one of a number of projects at this institution. It is in competition for funding with one or more of these projects. Usually the project which receives the best applicant will be awarded the funding. The funding is only available to UK citizens or those who have been resident in the UK for a period of 3 years or more.
Non-UK Students: If you have the correct qualifications and access to your own funding, either from your home country or your own finances, your application to work on this project will be considered.
How good is research at University of Birmingham in Civil and Construction Engineering?
FTE Category A staff submitted: 18.10
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