Results 21 to 30 of about 9,169,343 (304)
A Method for Estimating Immediate Settlement of Piles and Pile Groups
ABSTRACT In this study we examine a method based on Mindlin’s solution in order to estimate the load-settlement behavior of piles and pile groups for rational design of pile foundations. First, the theoretical aspects of the previous method proposed by Poulos and other investigators are briefly presented.
YAMASHITA, KIYOSHI +2 more
openaire +2 more sources
Experimental Study on the Force Characteristics of Superlong Pile Groups in Silty Sand
Laboratory model testing of single pile and superlong pile groups in saturated silty sand was conducted to investigate the response and bearing behavior of superlong pile groups with a high or low cap under vertical loads. The load transfer mechanism and
Yonghui Li +3 more
doaj +1 more source
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
Analysis of a rapid load test on an instrumented bored pile in clay [PDF]
Rapid load testing methods for piled foundations are generally easier and quicker to mobilise than classic static tests, and are less complex to analyse than dynamic load tests.
Brown, M. J.; id_orcid +2 more
core +1 more source
In recent years, inclined pile groups have been widely used in the construction of wharf and bridge foundation to resist lateral load, while its vertical bearing characteristics also attract the attention of researchers.
Longqi LI +4 more
doaj
Evaluating pile foundation design due to groundwater level lowering
In Viet Nam, ground subsidence has been occurring at an alarming rate, raising concerns for pile foundation design. This issue is primarily caused by excessive groundwater extraction for water supply, irrigation, aquaculture, and other uses.
Vo Ai Mi Nguyen +3 more
doaj +3 more sources
A Study of Horizontal Displacement of Laterally Loaded Piles using Finite Element Method
A theoretical approach is used to analyze single pile and pile in group under lateral loading using two programs. The first one used the finite element method for single pile depending on plain strain condition while the second one used the ...
Aram M. Raheem
doaj +1 more source
The pile group is the main form of nuclear island structure in non-bedrock site. As the structure of the nuclear island has a large mass, large stiffness and concentrated mass distribution, the piles will have a high axial compression ratio. To study the
LI Bin 1, 2, JING Liping 1, 2, 3, WANG Yougang 4, TU Jian 4, QI Wenhao 1, 2
doaj +1 more source
Pile heat exchangers: thermal behaviour and interactions [PDF]
Thermal piles – that is structural foundation piles also used as heat exchangers as part of a ground energy system – are increasingly being adopted for their contribution to more sustainable energy strategies for new buildings.
Loveridge, F.A. +3 more
core +1 more source
This paper is based on a shaking table test of 2 × 2 straight pile groups and 2 × 2 inclined pile groups in non-liquefied sand and saturated sand with different thicknesses.
Yurun Li +4 more
doaj +1 more source

