Results 11 to 20 of about 72,190 (311)
The displacement characteristics of energy pile are very important for its safe and sustainable operation. In order to obtain the influences of various factors on the displacement of energy pile, a thermo-mechanical coupled numerical model of energy pile
Weibo Yang +4 more
doaj +3 more sources
Dynamic Interaction Factor of Pipe Group Piles Considering the Scattering Effect of Passive Piles
Based on the plane–strain assumption, a calculation model of pile–soil–pile vertical coupling vibration response considering the scattering effect of passive piles is established in this paper.
Mingchen Zhong, Kun Meng
doaj +1 more source
CHD pile performance, Part I:Physical modelling [PDF]
The Continuous Helical Displacement (CHD) pile is an auger displacement pile developed by Roger Bullivant Ltd in the UK. It has performance characteristics of both displacement and non-displacement piles due to the nature in which it is installed.
Bell A +25 more
core +2 more sources
Monotonic and cyclic lateral load tests on driven piles in chalk [PDF]
This paper describes the results of a pile-testing campaign on open-ended tubular steel instrumented piles driven into the Chalk formation in the UK. The testing campaign comprised the performance of both monotonic and one-way cyclic lateral load tests,
Carey, John +2 more
core +2 more sources
Application of non-contact testing technology in model tests on press-in piles
Based on the digital image correlation technology, the displacement information of the soil in the model pile tests is obtained without marking and touching the surface, and the displacement laws of the soil is analyzed.
JIANG Yun 1, LU Ye 1, TANG Qiao-chu 1, WANG Xiao-yong 2
doaj +1 more source
Mechanical Response Analysis for an Active–Passive Pile Adjacent to Surcharge Load
Due to the complexity of pile–soil interaction, there is little research on active–passive piles that bear the pile-top load transmitted from the superstructure and the pile shaft load caused by the lateral soil movement around the pile simultaneously ...
Limin Wei +3 more
doaj +1 more source
Design methods based upon rapid load tests [PDF]
ISO 22477-10:2016 establishes the specifications for the execution of rapid load pile tests in which a single pile is subject to an axial load in compression to measure its load-displacement behaviour under rapid loading and to allow an assessment of its
Brown, Michael
core +2 more sources
Interaction of piled foundation with a rupturing normal fault [PDF]
Post-seismic observations in the 1999 Kocaeli earthquake in Turkey have indicated that piled foundations may be less suitable than stiff mat foundations in defending a structure against a major normal fault rupturing underneath.
A. TSATSIS +13 more
core +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
Effect of Shield-Tunnel Construction on the Horizontal Response of Adjacent Piles in a Silty Layer
This paper studies the problem of shield tunnels laterally passing through piles based on in situ tests and numerical methods. The effects of vertical load, pile–tunnel distance, and tunnel-cover depth on the horizontal displacement and the bending ...
Shuai Zhang +6 more
doaj +1 more source

