Analysis and design of spun pile Foundation of Sixteenth Storyed Building in cohesion less soil

2019 ◽  
Vol 8 (11) ◽  
pp. 476-484
Author(s):  
Chan Myae Kyi ◽  
Dr.Nyan Phone
Keyword(s):  
Pile Foundation ◽  
Analysis And Design ◽  
Cohesion Less Soil

Analysis and Design of Offshore Pile Foundation

2014 ◽  
Vol 891-892 ◽  
pp. 17-23 ◽  
Author(s):  
Sudip Basack
Keyword(s):  
Pile Foundation ◽  
Complex Loading ◽  
Offshore Structures ◽  
Laboratory Model ◽  
Element Analysis ◽  
Analysis And Design ◽  
Theoretical Investigations ◽  
Experimental Laboratory ◽  
Combined Action ◽  
Ocean Environment

The ocean environment necessitates the pile foundation supporting the offshore structures to be designed against cyclic load, moments and torques initiated by a combined action of waves, wind, tides, currents, etc. Such a complex loading condition induces progressive degradation in the pile-soil interactive performance introducing significant reduction in bearing capacity with increased settlement and displacements. The Author has carried out extensive experimental (laboratory model tests) and theoretical investigations (boundary element analysis) to study the salient features of this degradation and developed a design methodology for offshore pile foundation. The works conducted and the major conclusions drawn are highlighted in this paper.

Research on Analysis and Design Method of the Pile-Raft Foundation with Post-Cast Concrete Strip

2012 ◽  
Vol 446-449 ◽  
pp. 1541-1545
Author(s):  
Zhao Wu Shen ◽  
Zhen Min Yang ◽  
Ya Min Zhang
Keyword(s):  
Pile Foundation ◽  
Design Method ◽  
Control Factor ◽  
Wall Structure ◽  
Foundation Design ◽  
Soil Stiffness ◽  
Analysis And Design ◽  
Raft Foundation ◽  
Cast Concrete ◽  
C Program

In order to analysis post-cast concrete strip influence to the pile-raft foundation, it has been taken to developed C++ program that is Poulos displacement solution calculating pile-soil stiffness and thick plank theory analyzing raft stiffness. Taking a frame and shear wall structure for example, it has been calculated to pile-raft foundation whether setting up post-cast strip or not that is foundation settlement, moment and so on. Results indicate that post-cast concrete strip is minutely influence to the pile foundation displacement and moment and not the control factor to this kind of pile foundation’s design. It gives some good references to similar structure analysis and can instruct this kind of pile-raft foundation design and construction

Pile foundation analysis and design using experimental data and 3-D numerical analysis

2009 ◽  
Vol 36 (5) ◽  
pp. 819-836 ◽  
Author(s):  
Emilios M. Comodromos ◽  
Mello C. Papadopoulou ◽  
Ioannis K. Rentzeperis
Keyword(s):  
Experimental Data ◽  
Numerical Analysis ◽  
Pile Foundation ◽  
Analysis And Design
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