Add to ORKGTHESIS 5322This thesis advances our understanding of the type of ground movements and strains that take place during installation of closed-ended piles and penetrometers in clay, with particular reference to penetrometers with flat and 60? conical tips. This was to be achieved by; (a) conducting model experiments to measure the displacements around penetrating penetrometers and (b) the development of a numerical/theoretical model
This dataset supports the thesis entitled 'The Shaft Capacity of Small Displacement Piles in Cha...
The open-ended large diameter piles, used by Woodside Offshore Petroleum Ltd. as foundation for the ...
This paper presents a laboratory study which aimed at investigating the soil/pile interaction during...
An investigation into the behaviour of pressed-in piles has been conducted. The press-in method of p...
The context of this thesis is the installation of driven piles in clay. Pile driving is an installat...
A small-scale physical modelling method was developed to study the movement of clay during pile inst...
The research was intended to enhance the understanding of penetrometer behaviour in normally consoli...
This paper describes tests undertaken to explore the influence of a driving shoe and surface body ri...
When a pile is driven into soil, the soil is pushed away which results in significant changes in bot...
This paper presents some observations on stress and displacement characteristics during the installa...
Measurement of the settlement of a cone submitted to incremental loading allows the determination of...
The jacked-in pile method provides a substitute procedure that permits the installation of pre-forme...
Installation effects govern the post-installation behaviour of displacement piles in sand. These eff...
Floating piles in soft soil deposits primarily mobilize their bearing capacity by means of shaft res...
This paper presents the results of a series of field experiments performed to study the effect of in...
This dataset supports the thesis entitled 'The Shaft Capacity of Small Displacement Piles in Cha...
The open-ended large diameter piles, used by Woodside Offshore Petroleum Ltd. as foundation for the ...
This paper presents a laboratory study which aimed at investigating the soil/pile interaction during...
An investigation into the behaviour of pressed-in piles has been conducted. The press-in method of p...
The context of this thesis is the installation of driven piles in clay. Pile driving is an installat...
A small-scale physical modelling method was developed to study the movement of clay during pile inst...
The research was intended to enhance the understanding of penetrometer behaviour in normally consoli...
This paper describes tests undertaken to explore the influence of a driving shoe and surface body ri...
When a pile is driven into soil, the soil is pushed away which results in significant changes in bot...
This paper presents some observations on stress and displacement characteristics during the installa...
Measurement of the settlement of a cone submitted to incremental loading allows the determination of...
The jacked-in pile method provides a substitute procedure that permits the installation of pre-forme...
Installation effects govern the post-installation behaviour of displacement piles in sand. These eff...
Floating piles in soft soil deposits primarily mobilize their bearing capacity by means of shaft res...
This paper presents the results of a series of field experiments performed to study the effect of in...
This dataset supports the thesis entitled 'The Shaft Capacity of Small Displacement Piles in Cha...
The open-ended large diameter piles, used by Woodside Offshore Petroleum Ltd. as foundation for the ...
This paper presents a laboratory study which aimed at investigating the soil/pile interaction during...