Comparative Study of Bearing Loads for Open Ended Pipe and H-Piles in Sandy Soil
Comparative Study of Bearing Loads for Open Ended Pipe and H-Piles in Sandy Soil

M.A.M. Al-Neami; M.H. Wasmi

Volume 35, 6A , June 2017, , Page 593-601

https://doi.org//10.30684/etj.35.6A.6

Abstract
  This paper clarifies the response of steel piles installed in sand under vertical static compression load. To evaluate the ultimate load capacity of both piles, the results were introduced ...  Read More ...
Effect of Particle Size Distribution of Cohesionless Soil and Pile Diameter on the Behavior of Open Ended Pipe Piles
Effect of Particle Size Distribution of Cohesionless Soil and Pile Diameter on the Behavior of Open Ended Pipe Piles

M.R. Mahmood; S.J. Abdullah

Volume 35, 1A , January 2017, , Page 83-90

https://doi.org/10.30684/etj.2017.127314

Abstract
  Pipe piles are normally used in deep foundations to transfer the structure load to stronger layer beneath the ground or to rock formations. More popular applications of pipe piles are ...  Read More ...
Plug Length Developed in Pipe Pile Embedded Within Partially Saturated Cohesionless Soils (Part 1)
Plug Length Developed in Pipe Pile Embedded Within Partially Saturated Cohesionless Soils (Part 1)

Mahmood Rashid Mahmood; Karim H. Ibrahim Al -Helo; Ali M. AL-Gharbawee

Volume 34, 7A , July 2016, , Page 1335-1346

https://doi.org/10.30684/etj.34.7A.7

Abstract
  This paper presents an experimental study to investigate the change of plug length for pipe pile under different state of saturation and investigate the effect of number of pipe piles ...  Read More ...