Centrifuge modelling is an established technique for investigating the ground response to complex and non-standard geotechnical events. These models are usually made from re-formed soil, allowing for comparisons with naturally occurring soil deposits. Clay models are formed by mixing clay powder and water into a slurry. This slurry is placed within a container and loaded to create a uniform stiff clay model. However, there is a fundamental disparity between this process and the deposition of natural soils, because natural soil is deposited in layers creating a unique structure. This structure is important for modelling true soil behaviour because some essential soil properties (such as permeability, stiffness and strength) are not identical...
Centrifuge modelling is used for testing physical scale models under increased gravitational acceler...
In this paper the results of a series of dynamic centrifuge tests are reported. These tests were per...
An increasing need for accurate predictions of tunnelling-induced ground movements and potential dam...
Centrifuge modelling is an established technique capable of investigating the ground’s response to c...
Centrifuge modelling is an established technique capable of investigating the ground’s response to c...
Long-term ground movements associated with geotechnical constructions are predominantly caused by th...
This paper explores the development of an expansive soil which can be repeatedly reproduced for use ...
Models for geotechnical centrifuge testing are usually made from re-formed soil, allowing for compar...
This state of art review discusses scaling principles for dynamic and earthquake geotechnical centri...
The modelling of large geotechnical structures on the centrifuge is now well established, but there ...
The field of dynamic centrifuge modelling has developed rapidly over the past decade, with internati...
Understanding the deformation mechanisms of soils and geosynthetics in response to the formation of ...
Geotechnical centrifuge modelling provides an opportunity to examine novel and complex events in a w...
Penetration problems are important in many areas of geotechnical engineering, such as the prediction...
The design of a centrifuge modeling program for a clay bed with an interbedded sand layer is outline...
Centrifuge modelling is used for testing physical scale models under increased gravitational acceler...
In this paper the results of a series of dynamic centrifuge tests are reported. These tests were per...
An increasing need for accurate predictions of tunnelling-induced ground movements and potential dam...
Centrifuge modelling is an established technique capable of investigating the ground’s response to c...
Centrifuge modelling is an established technique capable of investigating the ground’s response to c...
Long-term ground movements associated with geotechnical constructions are predominantly caused by th...
This paper explores the development of an expansive soil which can be repeatedly reproduced for use ...
Models for geotechnical centrifuge testing are usually made from re-formed soil, allowing for compar...
This state of art review discusses scaling principles for dynamic and earthquake geotechnical centri...
The modelling of large geotechnical structures on the centrifuge is now well established, but there ...
The field of dynamic centrifuge modelling has developed rapidly over the past decade, with internati...
Understanding the deformation mechanisms of soils and geosynthetics in response to the formation of ...
Geotechnical centrifuge modelling provides an opportunity to examine novel and complex events in a w...
Penetration problems are important in many areas of geotechnical engineering, such as the prediction...
The design of a centrifuge modeling program for a clay bed with an interbedded sand layer is outline...
Centrifuge modelling is used for testing physical scale models under increased gravitational acceler...
In this paper the results of a series of dynamic centrifuge tests are reported. These tests were per...
An increasing need for accurate predictions of tunnelling-induced ground movements and potential dam...