Application of Pressuremeter Testing to Assess Lateral Pile Response in Clays

2008 ◽  
pp. 458-458-20 ◽  
Author(s):  
S Kay ◽  
DV Griffiths ◽  
HJ Kolk
Keyword(s):  
Pile Response

scholarly journals A field study on pile response to blast-induced ground motion

2018 ◽  
Vol 114 ◽  
pp. 568-575 ◽  
Author(s):  
L.B. Jayasinghe ◽  
Z.Y. Zhao ◽  
A.T.C. Goh ◽  
H.Y. Zhou ◽  
Y.L. Gui ◽  
...  
Keyword(s):  
Field Study ◽  
Ground Motion ◽  
Pile Response

scholarly journals Rigid pile response to cyclic lateral loading: laboratory tests

Géotechnique ◽  
2019 ◽  
Vol 69 (10) ◽  
pp. 863-876 ◽  
Author(s):  
Christelle N. Abadie ◽  
Byron W. Byrne ◽  
Guy T. Houlsby
Keyword(s):  
Laboratory Tests ◽  
Lateral Loading ◽  
Rigid Pile ◽  
Pile Response

Pile Response under Axial Tension Forces in Sandy Soils

2017 ◽  
Vol 22 (11) ◽  
pp. 04017100 ◽  
Author(s):  
Aser Ibrahim ◽  
Mohamed Ashour ◽  
Ayman Altahrany
Keyword(s):  
Sandy Soils ◽  
Axial Tension ◽  
Pile Response

Parametric analysis of single pile response in laterally spreading ground

2012 ◽  
Vol 34 (1) ◽  
pp. 99-110 ◽  
Author(s):  
Alexandros I. Valsamis ◽  
George D. Bouckovalas ◽  
Yannis K. Chaloulos
Keyword(s):  
Parametric Analysis ◽  
Single Pile ◽  
Pile Response

scholarly journals The Effect of Load Carrying Capacity of Pile-response Under Subsequent Loading for Rotary-Jacking Pile

2018 ◽  
Vol 65 ◽  
pp. 06002
Author(s):  
Nor Syamira Hassan ◽  
Aniza Ibrahim
Keyword(s):  
Bearing Capacity ◽  
Construction Industry ◽  
New Method ◽  
Silica Sand ◽  
Load Carrying Capacity ◽  
Pile Installation ◽  
Innovative Method ◽  
Load Carrying ◽  
Large Container ◽  
Pile Response

Pile jacking process can lead to high bearing capacity, stiff base response but sometimes excessive installation resistance. However, it limited by jack capacity and negative shaft resistance. To overcome some of the above problems and to improve the pile performance, rotary jacking of the pile is used. It can alleviate installation problems and bearing capacity is activated during subsequent loading. Therefore, the objective of this research is to investigate the behavior of pile using this new innovative technique. A 25 mm circular fabricated steel pile was used for the experiments The experiments were done in the laboratory using a large container filled with silica sand, and the rotary and jacking method was tested with few series of cases. Results show that this new method of pile installation is successfully obtained and acceptable. This new method of pile installation is an innovative method to be used for the future in the construction industry.

Sign in / Sign up

Export Citation Format

Share Document