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.

scholarly journals A Research for Deviation Estimation Analysis for Driven Piles Foundation: A Case of Penang Second Marine Bridge

2018 ◽  
Vol 206 ◽  
pp. 01004
Author(s):  
Kang Huang
Keyword(s):  
Large Diameter ◽  
Technical Specification ◽  
Detailed Comparison ◽  
Original Position ◽  
Practical Application ◽  
Driven Piles ◽  
Acceptance Criteria ◽  
Preliminary Research ◽  
Simplified Calculation ◽  
Steel Pipe Pile

The aim of this preliminary research is to study the accept tolerance of driven piles with position’s deviation. More than five thousand driven piles were installed in the approach bridge, which adopted two classes, i.e.Φ1.6m steel pipe pile and Φ1.0m spun pile. The original position acceptance criteria was deviation tolerance less than 75mm. This was not reasonable enough to take into account the marine construction conditions. According to a detailed comparison of the existed different standards and simplified calculation with representativeness, The recommended acceptance criteria could be adjusted to 150mm. This study makes up for the lack of Malaysia pile foundation technical specification especially for large diameter driven piles and it will effectively promote the practical application of ones in Southeast Asia infrastructure works.

Sign in / Sign up

Export Citation Format

Share Document