Results 11 to 20 of about 2,681 (255)

Study on Bearing Capacity of Reinforced Composite Pipe Pile Group in Reclaimed Stratum under Vertical Load

open access: yesJournal of Marine Science and Engineering, 2023
A new stiffened composite pipe pile was developed for improving the foundation of reclaimed ground in ocean engineering. To study the bearing capacity of the stiffened composite pipe pile group, a combination of field test and finite element method was ...
Xiaohua Bao   +5 more
doaj   +1 more source

Experimental Study of a Square Foundation with Connected and Non-Connected Piled Raft Foundation Under Eccentrically Loaded [PDF]

open access: yesCivil Engineering Infrastructures Journal, 2019
In the recent years, non-connected piled raft foundation has been considered as an economical and practical deep foundation in the situation that high shear and concentrated loads may occur at the connection of the raft and pile head.
alireza Saeedi Azizkandi   +2 more
doaj   +1 more source

An Analytical Method Evaluating the Evolution of Group Effect for Vertically Loaded Pile Groups Subjected to Tunnel Excavation

open access: yesApplied Sciences, 2022
Tunnel excavations near existing vertically loaded pile groups are frequently encountered in urban areas, and most available studies have focused on the additional deformation and stress induced in the pile group, lacking in consideration of the ...
Yifei Fan, Jing Cai, Jianhua Wang
doaj   +1 more source

The Behavior of Single Under-Reamed Piles under Compression Load in Clay - Numerical Study [PDF]

open access: yesJournal of Engineering Research - Egypt, 2022
a 3D numerical model done by PLAXIS 3D software was used to predict the behavior of floating under-reamed piles subjected to compression load in medium clay.
Ahmed Nasr, W. Azzam, Ibrahim Harran
doaj   +1 more source

Effect of pile spacing on the thermal performance of thermo-active pile groups

open access: yesSymposium on Energy Geotechnics 2023, 2023
Thermo-active piles differ from conventional piles in a way that they have pipes embedded within them, which allow a carrier fluid to circulate through and exchange heat with the ground, in order to provide low carbon heating and cooling. Sustainability targets, such as the Merton Rule, which requires a proportion of the energy demand of the building ...
Ryan Yin Wai Liu, David M G Taborda
openaire   +1 more source

Numerical Modelling of Axially Loaded Helical Piles: Compressive Resistance [PDF]

open access: yesE3S Web of Conferences, 2021
Helical piles are foundation systems used to support compression, tension, and lateral loads. However, this type of piles was used around the world for more than 25 years. Its behavior, especially in Iraq, is still unknown and scare. The present study is
Ali Ahmed. S.   +2 more
doaj   +1 more source

Effect of Embedment and Spacing Ratios on the Response of Lateral Load of Single and Group Piles [PDF]

open access: yesEngineering and Technology Journal, 2021
This paper displays an experimental work of three-scale model tests of single pile and nine–scale model tests of group pile (1x2) with spacing to diameter (S/D) ratios (2,4, and 6) respectively.
Mohammed Al-Neami   +2 more
doaj   +1 more source

Behaviour of Single and Group Helical Piles in Sands from Model Experiments [PDF]

open access: yesMATEC Web of Conferences, 2019
Mainly used foundations of oil sand plants are drilled shafts or driven piles. As environmental regulations become increasingly strict, complete removal of the foundation is becoming more important during the step of plant dismantling.
Bak Jongho   +5 more
doaj   +1 more source

Simulation Analysis of the Effect of Pile Spacing on the Compressive Load-Bearing Performance of CEP Double Piles

open access: yesAdvances in Civil Engineering, 2023
Under the action of vertical pressure, the variation of pile spacing affects the bearing performance of concrete expanded-plate (CEP) double pile and the damaged state of soil around the pile.
Yongmei Qian   +4 more
doaj   +1 more source

Studying the effects of negative skin friction on driven pile groups in Basrah governorate

open access: yesIraqi Journal of Civil Engineering, 2021
The finite element method is used to simulating the behavior of deep foundations subjected to negative skin friction in Basrah soil. Pile groups are analyzed under dragforces using 3D Plaxis software.
Jasim M. Al-Battat, Haider S. Al-Jubair
doaj   +1 more source

Home - About - Disclaimer - Privacy