DSpace at IIT Bombay >
IITB Publications >
Please use this identifier to cite or link to this item:
|Title: ||Computations of uplift capacity of pile anchors in cohesionless soil|
|Authors: ||DESHMUKH, VB|
|Keywords: ||cohesionless soil|
critical embedment ratio
|Issue Date: ||2010|
|Publisher: ||SPRINGER HEIDELBERG|
|Citation: ||ACTA GEOTECHNICA,5(2)87-94|
|Abstract: ||A method of analysis for the uplift capacity of pile anchors in cohesionless soil is proposed using Kotter's equation that facilitates computation of the distribution of soil reaction on the axis-symmetric failure surface, which is assumed to be the frustum of a cone with a characteristic angle of inclination with the pile-soil interface. A closed-form solution for the uplift capacity is obtained with no requirement of any charts or tables. Empirical relations using available literature are proposed for expressing critical embedment ratio and computation of net uplift capacity. The results are compared with a set of experimental data for 28 cases, ranging from loose to dense cohesionless soil up to maximum embedment ratio of 40, vis-a-vis available theoretical solutions. The proposed method leads to the predictions that are in good agreement with the experimental results. It further demonstrates the successful application of Kotter's equation in the estimation of uplift capacity of pile anchors.|
|Appears in Collections:||Review|
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.