Results 21 to 30 of about 167,122 (292)

Experimental and Numerical Investigation of Geosynthetic-Reinforced Pile-Supported Embankments for Loose Sandy Soils

open access: yesBuildings, 2023
This research focuses on advancing the geosynthetic-reinforced pile-supported embankment technology over loose sandy soil. A small-scale laboratory model supported by floating piles and a geotextile layer was constructed, and a numerical model was ...
Rashad Alsirawan   +2 more
doaj   +1 more source

Numerical analyses of two-pile caps considering lateral friction between the piles and soil

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
: Pile caps are structural elements used to transfer loads from the superstructure to a group of piles. The design of caps is normally based on analytical formulations, considering the strut and tie method. Through the advance of computational technology,
Rodrigo Gustavo Delalibera   +1 more
doaj   +1 more source

Structural analysis of pile cap as onshore wind turbine foundation

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
: This paper analyzes the structural behavior of reinforced concrete pile caps as onshore wind turbine foundations using eight models based on the finite element method (FEM).
Kaique Yuri Marcio Araújo   +2 more
doaj   +1 more source

Mechanical Behavior and Calculation Method for RC Fifteen-Pile Cap of Mixed Passenger and Freight Railway Bridge

open access: yesAdvances in Civil Engineering, 2020
The thickness, reinforcement, and concrete strength grade of railway caps in China are generally determined according to the force, yet the method for calculating the force is unclear.
Hongmeng Huang, Lu Cui, Wei Lu
doaj   +1 more source

Behavior of pile caps on one steel pile

open access: yesMaterial Science & Engineering International Journal, 2019
This paper reports the numerical analysis of several pile caps supported on one steel pile The variables studied were the column contact area the pile embedment into the cap and the presence of a bearing steel plate welded at the pile head The numerical analysis was based out from a three dimensional model set by the finite element method ...
Rodrigo Gustavo Delalibera   +4 more
openaire   +1 more source

Effects of non-liquefiable crust layer and superstructure mass on the response of 2 × 2 pile groups to liquefaction-induced lateral spreading

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2023
In this research, two shake table experiments were conducted to study the effects of non-liquefiable crust layer and superstructure mass on the responses of two sets of 2 × 2 pile groups to liquefaction-induced lateral spreading.
S. Mohsen Haeri   +4 more
doaj   +1 more source

Study on mechanical behavior of steel fiber reinforced high strength concrete five-pile caps

open access: yesFrontiers in Materials
Nine steel fiber reinforced high strength concrete (SFRHSC) five-pile caps with the plane dimensions of 800 mm × 800 mm and the overall thickness of 200mm∼400 mm were subjected to static load test and were analyzed combined with finite element analysis ...
Jie Lei   +5 more
doaj   +1 more source

THE SHEAR BEHAVIOUR OF THE REINFORCED CONCRETE FOUR-PILE CAPS

open access: yes, 2009
There has been a consistent discrepancy between UK design standards BS5400 and BS8110 in the prediction of the shear capacity of 2-way spanning reinforced concrete pile caps from bending theory-based empirical design formulae.
Cao, Jing
core   +2 more sources

Lateral Response of 2 x 2 Pile Group Embedded in Cohesive Soil Near Slope

open access: yesU.Porto Journal of Engineering, 2023
This work studies the response of a 2 x 2 pile group near a slope subjected to lateral load. Three-dimensional, non-linear finite element analysis is carried out. The entire code is developed in FORTRAN 90.
Avinash Navale   +2 more
doaj   +1 more source

Analysis of the influence of column reinforcement anchorage length in a concrete two-pile cap

open access: yesRevista IBRACON de Estruturas e Materiais, 2018
This paper describes the parametric analysis applied to assess the influence of column anchorage-reinforcement length on concrete two-pile caps under uniform compression. The non-linear numerical analysis was conducted with the bi-dimensional elements of
R. P. RANDI   +3 more
doaj   +1 more source

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