Axisymmctric finite element meshes are developed to model the pile tip in the rock-socket, for four different ratios of socket length to pile diameter, the values being I to 4. The pile material (concrete) and the surrounding rock material arc both considered as isotropic linear elastic materials. Analyses arc conducted to determine the shear stress distribution profile at the interface and the axial load variation within the pile along the socket length, for various socket length/pile diameter ratios and a range of Young's Moduli representing the rock material. The results indicate the variation of the percentages of load resisted by interface shear along the socket wall and end-bearing at pile tip as the pertinent parameters are varied. A...
A theoretical formula for large-diameter rock-socket depth is developed to support pail embedding in...
Socket resistance contributes significantly to pile capacity. In the present work, an approach is pr...
[Introduction] The aim of this paper is to analyze the influence of the size and the vertical load o...
A Thesis submitted to the Dept. of Civil Engineering for the Degree of Master of EngineeringThe two ...
This research project involved laboratory and theoretical studies relevant to the performance of pil...
Pile foundations are extensively used in the construction of various types of superstructures, inclu...
Rock-socketed piles have been extensively employed to receive and transmit large concentrated loads ...
Numerical analysis of axially loaded piles in stratified soil media has been carried out by using a ...
The load distribution and deformation of rock-socketed drilled shafts subjected to axial loads are e...
Rock-socketed piles are designed to receive and transmit large concentrated loads to deeper stronger...
A parametric study of a laterally loaded pile in granular soil with a socketted tip is presented. Th...
Industrial practice often adopts analytical methods developed for soils based on the continuum appro...
The Distinct Element Method (DEM) has gained recent attention to study geotechnical designs with roc...
It is widely accepted that the pier-rock interface governs the strength and load-deformation behavio...
The behaviour of shear socketed piers is controlled by several factors such as the rock mass modulus...
A theoretical formula for large-diameter rock-socket depth is developed to support pail embedding in...
Socket resistance contributes significantly to pile capacity. In the present work, an approach is pr...
[Introduction] The aim of this paper is to analyze the influence of the size and the vertical load o...
A Thesis submitted to the Dept. of Civil Engineering for the Degree of Master of EngineeringThe two ...
This research project involved laboratory and theoretical studies relevant to the performance of pil...
Pile foundations are extensively used in the construction of various types of superstructures, inclu...
Rock-socketed piles have been extensively employed to receive and transmit large concentrated loads ...
Numerical analysis of axially loaded piles in stratified soil media has been carried out by using a ...
The load distribution and deformation of rock-socketed drilled shafts subjected to axial loads are e...
Rock-socketed piles are designed to receive and transmit large concentrated loads to deeper stronger...
A parametric study of a laterally loaded pile in granular soil with a socketted tip is presented. Th...
Industrial practice often adopts analytical methods developed for soils based on the continuum appro...
The Distinct Element Method (DEM) has gained recent attention to study geotechnical designs with roc...
It is widely accepted that the pier-rock interface governs the strength and load-deformation behavio...
The behaviour of shear socketed piers is controlled by several factors such as the rock mass modulus...
A theoretical formula for large-diameter rock-socket depth is developed to support pail embedding in...
Socket resistance contributes significantly to pile capacity. In the present work, an approach is pr...
[Introduction] The aim of this paper is to analyze the influence of the size and the vertical load o...