posted on 2024-07-13, 09:48authored byShirin Aminzadeh Bostani Taleshani
Expansive soils undergo alternate swelling and shrinkage upon seasonal moisture changes, causing distress and damage to light structures constructed on them and heavy financial loss. A newly-developed driven battered minipile group footing system may reduce such ground movement-induced stress and associated damage. It is a low-impact, cost-effective, excavation and concrete-free alternative to traditional footing systems; however, its widespread acceptance among professional engineers has been limited as no study examined the mechanism of footing-expansive soil interaction due to seasonal ground movements. Therefore, a full-scale field experiment and numerical study was performed to evaluate this footing's ability to resist expansive soil-induced movements.
History
Thesis type
Thesis (PhD)
Thesis note
A thesis submitted in fulfilment of the requirements of the degree of Doctor of Philosophy, Faculty of Science, Engineering and Technology, Swinburne University of Technology, Australia, December 2021.