Model tests of jacked-pile penetration into sand using transparent soil and incremental particle image velocimetry

C Liu, X Tang, H Wei, P Wang, H Zhao - KSCE Journal of Civil …, 2020 - Springer
This paper presents a series of physical modelling tests of jacked-pile penetration into sand,
combining the transparent soil and incremental reliability-guided particle image velocimetry …

Prediction of lateral deflection of small-scale piles using hybrid PSO–ANN model

M Khari, D Jahed Armaghani… - Arabian Journal for …, 2020 - Springer
Piles, as a type of geotechnical structures, are widely utilized to resist different lateral loads
sources such as inclined loads and earthquakes. Therefore, the behavior of such structures …

Investigation on determining uplift capacity and failure mechanism of the pile groups in sand

B Emirler, M Tolun, A Yildiz - Ocean Engineering, 2020 - Elsevier
Foundations of some structures such as transmission towers, mooring systems for ocean
surface or submerged platforms, tall chimneys, jetty structures are subjected to uplift loading …

A review on tunnel–pile interaction applied by physical modeling

H Sohaei, E Namazi, M Hajihassani, A Marto - Geotechnical and …, 2020 - Springer
Tunneling close beneath piles is becoming increasingly common in densely populated
areas. It has therefore become important to understand more about the mechanism of the …

Tensile strength of cemented paste backfill for lead–zinc mill tailings: lab and in situ scenarios

SK Behera, DP Mishra, P Singh, A Godugu… - Arabian Journal of …, 2023 - Springer
Cemented paste backfilling (CPB) in underground mines is a widely accepted backfilling
technique. It has plenty of scope for application in Indian underground mines. Both the …

Centrifugal model test based bearing characteristics and analytical model of uplift pile in combined composite ground

Q Wang, Z Hu, Y Ji, J Ma, W Chen - Rock Mechanics and Rock …, 2022 - Springer
Pile foundation is an economic foundation system for supporting overhead power lines and
resisting the large uplift force under high-intensity wind effects. However, the failure mode …

Comparing pull-out capacity of expandable anchors using discrete/coupled Eulerian element methods versus finite element technique

M Amjadi, HR Mohammadkhanifard… - Marine Georesources …, 2024 - Taylor & Francis
Advancements in industry and increased energy demands have led to the construction of
onshore and offshore platforms. The stability of these platforms is a major challenge for …

Influence of polypropylene fiber reinforcement on tensile behavior and failure mode of tailings cemented paste backfill

X Chen, X Shi, J Zhou, Z Yu - IEEE Access, 2019 - ieeexplore.ieee.org
Tailings were used to prepare cemented paste backfill (CPB) reinforced with polypropylene
(PP) fiber, and fiber content and fiber length were 0-20% and 3-12 mm, respectively. The …

Model test of rock-socketed pile under axial and oblique tension loading in combined composite ground

Q Wang, Z Hu, Y Ji, J Ma, W Chen - International Journal of …, 2022 - ascelibrary.org
With the rapid development of transmission-line engineering in western China and the
frequent occurrence of extreme natural disasters, a great deal of attention has been paid to …

A feasible, portable and convenient density measurement method for minerals via magnetic levitation

J Xie, P Zhao, C Zhang, Y Hao, N Xia, J Fu - Measurement, 2019 - Elsevier
This work proposes an improved magnetic levitation (IML) method for measuring the density
of minerals in outdoor exploration by horizontally setting the magnetic levitation device. The …