This paper presents the results of a centrifuge study in which swell of an expansive clay profile was induced in the centrifuge. A factor which has previously hindered such research is the time required to induce significant swell in-flight, within a reasonable time frame. In this study the use of an artificially fissured fabric together with geotextile layers allowed for a significant magnitude of swell to be achieved within a matter of hours. Measurements of matric suction and water content throughout testing highlight the potential difficulties associated with such measurements in a fissured profile. The suction in clay along the interfaces of fissures can be significantly reduced almost instantaneously with the ingress of water. In cont...
Designing foundations of wind turbines in expansive soils present a challenge. Piled foundations are...
© 2018 Elsevier Ltd The complex swelling mechanism in expansive clays during moisture ingress can be...
The aim of this research was to investigate the swelling behaviour of unsaturated fine grained soils...
This paper presents the results of a centrifuge study in which swell of an expansive clay profile wa...
This paper presents the results of a centrifuge study in which swell of an expansive clay profile wa...
This paper explores the development of an expansive soil which can be repeatedly reproduced for use ...
textThe characterization of the swell potential of expansive clay is complicated by the fact that tr...
In geotechnical engineering, the soil type which has had some of the most severe economic implicatio...
textExpansive clays are located world wide and cause billions of dollars in damage each year. Curren...
textExpansive soils are characterized as having high amount of clay minerals such as smectite, which...
textAustin, Texas consists of highly expansive soils that have caused failures in many structures. ...
Subsequent to the development of a centrifuge-based test methodology at the University of Texas at A...
Experimental techniques with emphasis in centrifuge testing were implemented to characterize the swe...
textExpansive soils are extremely problematic in transportation projects, and significant research h...
The mechanical properties of a high plasticity expansive clay from South Africa are reported. The ex...
Designing foundations of wind turbines in expansive soils present a challenge. Piled foundations are...
© 2018 Elsevier Ltd The complex swelling mechanism in expansive clays during moisture ingress can be...
The aim of this research was to investigate the swelling behaviour of unsaturated fine grained soils...
This paper presents the results of a centrifuge study in which swell of an expansive clay profile wa...
This paper presents the results of a centrifuge study in which swell of an expansive clay profile wa...
This paper explores the development of an expansive soil which can be repeatedly reproduced for use ...
textThe characterization of the swell potential of expansive clay is complicated by the fact that tr...
In geotechnical engineering, the soil type which has had some of the most severe economic implicatio...
textExpansive clays are located world wide and cause billions of dollars in damage each year. Curren...
textExpansive soils are characterized as having high amount of clay minerals such as smectite, which...
textAustin, Texas consists of highly expansive soils that have caused failures in many structures. ...
Subsequent to the development of a centrifuge-based test methodology at the University of Texas at A...
Experimental techniques with emphasis in centrifuge testing were implemented to characterize the swe...
textExpansive soils are extremely problematic in transportation projects, and significant research h...
The mechanical properties of a high plasticity expansive clay from South Africa are reported. The ex...
Designing foundations of wind turbines in expansive soils present a challenge. Piled foundations are...
© 2018 Elsevier Ltd The complex swelling mechanism in expansive clays during moisture ingress can be...
The aim of this research was to investigate the swelling behaviour of unsaturated fine grained soils...