Granular materials are in abundance both in nature and in industry. They are of considerable interest to both the engineering and physics communities, due to their practical importance and many unsolved scientific challenges. This thesis is concerned with the “pressure dip” phenomenon underneath a granular pile (commonly known as the “sandpile problem”) which has attracted great attention in the past few decades. Underneath a sandpile that is formed by funnel feeding, a significant minimum (dip) in the vertical base pressure is often found below the apex where a maximum pressure is intuitively expected. Despite a large amount of work undertaken, a comprehensive understanding of this phenomenon remains elusive. This thesis presents an extens...
Previously, it was shown that the pressure “dip” in the stress profile observed at the bottom of san...
Model experiments are reported on the build-up of granular piles in two dimensions. These show that,...
In the last two decades, there has been significant improvements in pile design methods. These metho...
Granular materials are in abundance both in nature and in industry. They are of considerable intere...
The subject of granular materials attracts substantial interests from both the academic and engineer...
AbstractMany industrial bulk solids are commonly stored in open stockpiles that are progressively fo...
SUMMARY Many experiments on conical piles of granular materials have indicated, contrary to simple i...
We investigate the stress distribution at the base of a conical sandpile using both analytic calcula...
A simple elasto-optical method has been used to measure the normal force distribution under three-d...
A simple elasto-optical method has been used to measure the normal force distribution under three-di...
The capacity of open-ended piles strongly depends on the potential plugging occurring during install...
This paper presents a Discrete Element modelling of the installation responses of rigid open-ended p...
Granular materials are widely used throughout the world in many industries, and problems such as sta...
A friction force model describing reversible stick-slip transition during contact has been developed...
Abstract. We relate the pressure \dip " observed at the bottom of a sand pile prepared by succe...
Previously, it was shown that the pressure “dip” in the stress profile observed at the bottom of san...
Model experiments are reported on the build-up of granular piles in two dimensions. These show that,...
In the last two decades, there has been significant improvements in pile design methods. These metho...
Granular materials are in abundance both in nature and in industry. They are of considerable intere...
The subject of granular materials attracts substantial interests from both the academic and engineer...
AbstractMany industrial bulk solids are commonly stored in open stockpiles that are progressively fo...
SUMMARY Many experiments on conical piles of granular materials have indicated, contrary to simple i...
We investigate the stress distribution at the base of a conical sandpile using both analytic calcula...
A simple elasto-optical method has been used to measure the normal force distribution under three-d...
A simple elasto-optical method has been used to measure the normal force distribution under three-di...
The capacity of open-ended piles strongly depends on the potential plugging occurring during install...
This paper presents a Discrete Element modelling of the installation responses of rigid open-ended p...
Granular materials are widely used throughout the world in many industries, and problems such as sta...
A friction force model describing reversible stick-slip transition during contact has been developed...
Abstract. We relate the pressure \dip " observed at the bottom of a sand pile prepared by succe...
Previously, it was shown that the pressure “dip” in the stress profile observed at the bottom of san...
Model experiments are reported on the build-up of granular piles in two dimensions. These show that,...
In the last two decades, there has been significant improvements in pile design methods. These metho...