Studies on behaviour of micropiles under oblique pullout loading

The research work deals with experimental and numerical investigations on single free head vertical and battered model micropiles in prepared uniform sand bed and natural soil bed i.e. dense silty sand, to understand the behavior of micropile under oblique pullout loads of different inclinations.

• S Bhardwaj and S.K Singh (2015) ‘Ultimate Capacity of Battered Micropiles under Oblique Pullout Loads’ Int. journal of Geotechnical Engineering, Vol. 9, No. 2, pp.190–200
• S Bhardwaj and S.K Singh (2015) ‘Influence of Load Obliquity on Pullout Capacity of Micropile in Sand’ Indian Geotechnical journal, Vol. 45, No. 2, pp.200–208.
• S Bhardwaj and S.K Singh (2015) ‘Pile capacity under oblique loads - Evaluation from load-displacement curves’ Int. journal of Geotechnical Engineering, Vol. 9, No. 4, pp.341–347