Settlement and load sharing behavior of piled raft foundation: a review

DK Malviya, A Ansari, M Samanta - Innovative Infrastructure Solutions, 2023 - Springer
Piled rafts are increasingly being used to support different heavy infrastructure facilities. The
total resistance of piled raft is cumulative of shallow component, ie, raft and deep …

Stochastic analysis of piled-raft foundations using the random finite-element method

A Johari, A Talebi - International Journal of Geomechanics, 2021 - ascelibrary.org
The inherent variability of soil parameters noticeably influences geotechnical structures such
as piled-raft foundations. In this research the application of random fields is extended to a …

Evolution of Piled Raft Foundation at Static Loading Condition and Application of Numerical Modelling: A State-of-the-Art Review

P Deb, SK Pal - Archives of Computational Methods in Engineering, 2024 - Springer
Piled raft foundation is a sustainable foundation approach in the current era due to the
development of immense infrastructure. Initially, this foundation was primarily used for the …

[HTML][HTML] 3D FE analysis of bored pile-pile cap interaction in sandy soils under axial compression-parametric study

FI Shalabi, MU Saleem, HJ Qureshi… - Journal of Engineering …, 2023 - Elsevier
In this research study, a 3D elasto-plastic finite element was used to analyze the influence
and the interaction between the bored concrete pile, pile cap, and surrounding ground …

Experimental and numerical investigation of load sharing ratio for piled raft foundation in granular soils

B Ateş, E Şadoğlu - KSCE Journal of Civil Engineering, 2022 - Springer
If the rigidity and the bearing capacity of the soil under a superstructure are not efficient to
bear loads of structures, a common remedy is to increase the depth of the footing to transmit …

Behavior of Rigid Piled-Raft Foundation Subjected to Compressive Loading Considering Time Effect: An Experimental and Analytical Study

K Tarenia, NR Patra, S Rajesh… - International Journal of …, 2023 - ascelibrary.org
Field load tests are carried out on a single pile and piled-raft foundation (PRF) consisting of
a 2× 2 pile group with consideration of the time effect. The piles along with the raft in the PRF …

Experimental investigation for group efficiency of driven piles embedded in cohesionless soil

B Ateş, E Şadoğlu - KSCE Journal of Civil Engineering, 2023 - Springer
In cases where stiffness and bearing capacity of soil aren't sufficient to carry loads of a
structure, depth of the foundation of the structure can be increased by using a pile group to …

[HTML][HTML] Horizontal bearing capacity of post-expanded arm grouting pile foundations

W Zhu, G Dai, H Deng, B Liu, L Huang… - Journal of Rock Mechanics …, 2024 - Elsevier
In order to effectively improve the horizontal bearing capacity of pile foundations, this study
proposes post-expanded arm grouting technology and associated pile foundations. The …

PRaFULL: A method for the analysis of piled raft foundation under lateral load

S Stacul, N Squeglia, G Russo - Geomechanics and Engineering, 2020 - koreascience.kr
A new code, called PRaFULL (Piled Raft Foundation Under Lateral Load), was developed
for the analysis of laterally loaded Combined Pile Raft Foundation (CPRF). The proposed …

Numerical study of pile raft foundation behavior under vertical loads and large moments

RMS Al-Ne'aimi, KQ Hussein - Geotechnical and Geological Engineering, 2024 - Springer
Based on PLAXIS 3D finite element software, a 34-floor multi-story building piling group
foundation under vertical loads and large moments is examined. It comprises seven different …