Installation Response of 5.5m Diameter Driven Piles in Carbonate Soil – The Ichthys Development

2017 ◽  
pp. 674-681
Author(s):  
NP Boylan ◽  
A Roux ◽  
JL Colliat-Dangus ◽  
A Sato
Keyword(s):  
Driven Piles ◽  
Carbonate Soil

scholarly journals Penetration of driven piles into pre-crushed blasted rock: Case Jätkäsaari

2021 ◽  
Vol 710 (1) ◽  
pp. 012052
Author(s):  
K Vasilopoulos ◽  
L Korkiala-Tanttu ◽  
K Rantala
Keyword(s):  
Driven Piles

scholarly journals Case studies to demonstrate challenges of driven piles on rock

2017 ◽  
Vol 4 (2) ◽  
pp. 82-93 ◽  
Author(s):  
Kam Ng ◽  
Todd Sullivan
Keyword(s):  
Case Studies ◽  
Driven Piles

scholarly journals Time-dependent uplift capacity of driven piles in low to medium density chalk

2017 ◽  
Vol 7 (1) ◽  
pp. 90-96 ◽  
Author(s):  
F. Ciavaglia ◽  
J. Carey ◽  
A. Diambra
Keyword(s):  
Time Dependent ◽  
Medium Density ◽  
Uplift Capacity ◽  
Driven Piles

Numerical Simulation of Driven Piles in Alluvial Soil

2011 ◽  
Vol 105-107 ◽  
pp. 1415-1419 ◽  
Author(s):  
Shih Tsung Hsu
Keyword(s):  
Numerical Simulation ◽  
Numerical Method ◽  
Alluvial Soil ◽  
Field Tests ◽  
Driven Piles ◽  
Driven Pile

This study developed a numerical method to establish a comprehensive load-settlement curve for a driven pile. Analysis results shown that the residual forces caused by the driving of the pile can be simulated using the numerical method that proposed herein. The load was applied to the tested piles, while the incremental displacement was subjected to numerical piles. Although these two processes are distinctive, the load-settlement behaviors of various piles calculated numerically are consistent with those measured from field tests. Moreover, the proposed numerical method highlighted the post-peak behavior of a pile. Accordingly, the numerical method was very suitable to analyze the behavior of driven piles.

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