Results 231 to 240 of about 20,749 (261)
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Numerical Analysis of Piles Under Cyclic Lateral Load

Indian Geotechnical Journal, 2013
The paper presents the results to study the response of piles in homogeneous and layered soils subjected to quasi-static and cyclic lateral loading using numerical analysis. The analyses are carried out using three-dimensional finite element software, ABAQUS v6.10.
Subhadeep Banerjee, Omprakash N. Shirole
openaire   +1 more source

Mid-length lateral deflection of cyclically-loaded braces

Steel and Composite Structures, 2015
This study explores the lateral deflections of diagonal braces in concentrically-braced earthquake-resisting frames. The performance of this widely-used system is often compromised by the flexural buckling of slender braces in compression. In addition to reducing the compressive resistance, buckling may also cause these members to undergo sizeable ...
Sheehan, Therese   +2 more
openaire   +3 more sources

Increasing the Resistance of Piles Subject to Cyclic Lateral Loading

Journal of Geotechnical and Geoenvironmental Engineering, 2011
Small-scale tests were carried out on a monopile and fin piles to determine the effect the length of fins had upon the lateral displacement of cyclically loaded piles. A variety of loading conditions were applied to model piles in a dense sand by using a mechanical loading system.
Peng G, Clarke BG, Rouainia M
openaire   +2 more sources

Macro Element for Pile Head Cyclic Lateral Loading

2011
Interaction between laterally loaded piles and the surrounding soil is a complex phenomenon, particularly when nonlinear soil behaviour is involved; so complex that usually design calculations rely on computer software based on discrete spring formulations using empirically derived nonlinear p-y relationships.
Michael Pender   +3 more
openaire   +1 more source

Cyclic Lateral Load Behavior of a Pile Cap and Backfill

Journal of Geotechnical and Geoenvironmental Engineering, 2006
A series of static cyclic lateral load tests were performed on a full-scale 4×3 pile group driven into a cohesive soil profile. Twelve 324-mm steel pipe piles were attached to a concrete pile cap 5.18×3.05 m in plan and 1.12 m in height. Pile–soil–pile interaction and passive earth pressure provided lateral resistance.
Kyle M. Rollins, Ryan T. Cole
openaire   +1 more source

Lateral Response of Socketed Pile Under Cyclic Load

2017
The pile, carrying large axial and lateral load is often subjected to lateral cyclic load due to the wave action of water, glacier movement and by heavy wind action. Transfer of heavy load requires the pile to socket into the hard stratum. The existing p-y curve for socketed pile gives an approximate solution under static load.
Annamalai Rangasamy Prakash   +1 more
openaire   +1 more source

The deformation behaviour of an anisotropically consolidated kaolin clay under lateral cyclic loading

Marine Georesources and Geotechnology, 2022
By Associate Professor Jianfeng Xue
exaly  

Effects of Cyclic and Post-cyclic Loading on Lateral Response of Flexible Piles Embedded in Dry Sand

International Journal of Civil Engineering, 2022
Mehdi Veiskarami   +2 more
exaly  

Cyclic lateral load on model pile in a centrifuge

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1983
openaire   +1 more source

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