The paper describes tests on rigid square pads at the UK national soft clay research site at Bothkennar, Scotland. The work was performed as a low cost adjunct to the instrumented pile research described by Lehane and Jardine (1992). Its aims were to investigate (i} bearing capacity, (ii) load-displacement response to short and long term loading, (iii) the applicability of relevant theories and (iv) relationships between soil properties determined in-situ and those measured in high quality laboratory tests
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Sc.D.MICROFICHE COP...
This paper presents a laboratory study which aimed at investigating the soil/pile interaction during...
An embankment has been constructed to a maximum height of approximately twelve metres at Beckton, ea...
In this study, the behavior of screw piles models with continuous helix was studied by conducting la...
Recently, structures are often sited on a soft ground. So, a friction pile and a floating foundation...
The main objective of the work presented herein was to develop new semi-empirical design procedures ...
The behaviour has been examined of piles installed in clay subject to a rapid load testing method k...
In this study the influence of loading rate on bearing capacity of shallow footings was experimental...
In this study, two case histories of deep foundations are discussed, including driven piles and dril...
Improved infrastructure in urban areas often necessitates underground construction, where the unload...
This paper presents details of the installation and axial compressive cyclic load tests performed on...
This contribution presents results from a series of compression and undrained triaxial tests to stud...
The paper describes the performance of a full scale pile embankment on soft clay foundation which ha...
During geotechnical site investigations involving clay deposits, results from piezocone penetration ...
The load carrying capacity of a bent shell pile in soft silts and clays was determined from an instr...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Sc.D.MICROFICHE COP...
This paper presents a laboratory study which aimed at investigating the soil/pile interaction during...
An embankment has been constructed to a maximum height of approximately twelve metres at Beckton, ea...
In this study, the behavior of screw piles models with continuous helix was studied by conducting la...
Recently, structures are often sited on a soft ground. So, a friction pile and a floating foundation...
The main objective of the work presented herein was to develop new semi-empirical design procedures ...
The behaviour has been examined of piles installed in clay subject to a rapid load testing method k...
In this study the influence of loading rate on bearing capacity of shallow footings was experimental...
In this study, two case histories of deep foundations are discussed, including driven piles and dril...
Improved infrastructure in urban areas often necessitates underground construction, where the unload...
This paper presents details of the installation and axial compressive cyclic load tests performed on...
This contribution presents results from a series of compression and undrained triaxial tests to stud...
The paper describes the performance of a full scale pile embankment on soft clay foundation which ha...
During geotechnical site investigations involving clay deposits, results from piezocone penetration ...
The load carrying capacity of a bent shell pile in soft silts and clays was determined from an instr...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Sc.D.MICROFICHE COP...
This paper presents a laboratory study which aimed at investigating the soil/pile interaction during...
An embankment has been constructed to a maximum height of approximately twelve metres at Beckton, ea...