Axial load testing of helical pile groups in glaciolacustrine clay - Document - Gale Academic OneFile
![Behaviour of Open and Closed End Pile Groups Subjected To Vertical Loading : A Comparative Study - Civil Engineering Portal - Biggest Civil Engineering Information Sharing Website Behaviour of Open and Closed End Pile Groups Subjected To Vertical Loading : A Comparative Study - Civil Engineering Portal - Biggest Civil Engineering Information Sharing Website](https://www.engineeringcivil.com/wp-content/uploads/2014/05/ultimate-bearing-capacity-of-piles-in-granular-soils.jpg)
Behaviour of Open and Closed End Pile Groups Subjected To Vertical Loading : A Comparative Study - Civil Engineering Portal - Biggest Civil Engineering Information Sharing Website
![A pile group of 25 piles has to be proportioned in a uniform pattern in soft clay with equal spacing in all directions. A pile group of 25 piles has to be proportioned in a uniform pattern in soft clay with equal spacing in all directions.](https://i.imgur.com/Zkfv5ma.jpg)