The remolding toughness property of fine-grained soil has not been investigated that much, mainly because it has not lent easily to direct measurement, with soil toughness usually qualitatively described. In practical terms, as the plastic limit wp is approached, tougher soils require greater rolling effort during the wp test, such that plasticity and toughness properties can be used to distinguish those plastic soils having greater deformation resistance for various field applications. This state-of-the-art review paper presents a critical appraisal of soil remolding toughness determination and its limited use, to date, in the classification of fine-grained soils. The recent developments reviewed and critically assessed include mechanical ...
Determination of the Atterberg’s limits is necessary for the classification of fine-grained soil. Th...
The liquid limit (LL) of a fine-grained soil is widely understood as relating to the water content (...
The objective of this study was to determine mechanical behaviour and engineering capability of soil...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Tensile strength of fine-grained soils plays a significant role in assessing their cracking characte...
The plastic limit of soils was first described by Atterberg in 1911. The thread-rolling test was sta...
Consistency limits and soil plasticity are the basic parameters that represent the physical properti...
The undrained shear strength of remoulded soils is of great concern in geotechnical engineering appl...
Reverse extrusion has been promoted over the past four decades for remoulded undrained shear strengt...
The empirical concepts for the liquid limit and plastic limit of fine-grained soils have been in use...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Brittleness is an important geotechnical parameter of soils as it describes the degree of reduction ...
The undrained shear strength of remoulded soils is of great concern in geotechnical engineering appl...
Among the most commonly specified tests in the geotechnical engineering industry, the liquid limit a...
Determination of the Atterberg’s limits is necessary for the classification of fine-grained soil. Th...
The liquid limit (LL) of a fine-grained soil is widely understood as relating to the water content (...
The objective of this study was to determine mechanical behaviour and engineering capability of soil...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Tensile strength of fine-grained soils plays a significant role in assessing their cracking characte...
The plastic limit of soils was first described by Atterberg in 1911. The thread-rolling test was sta...
Consistency limits and soil plasticity are the basic parameters that represent the physical properti...
The undrained shear strength of remoulded soils is of great concern in geotechnical engineering appl...
Reverse extrusion has been promoted over the past four decades for remoulded undrained shear strengt...
The empirical concepts for the liquid limit and plastic limit of fine-grained soils have been in use...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Brittleness is an important geotechnical parameter of soils as it describes the degree of reduction ...
The undrained shear strength of remoulded soils is of great concern in geotechnical engineering appl...
Among the most commonly specified tests in the geotechnical engineering industry, the liquid limit a...
Determination of the Atterberg’s limits is necessary for the classification of fine-grained soil. Th...
The liquid limit (LL) of a fine-grained soil is widely understood as relating to the water content (...
The objective of this study was to determine mechanical behaviour and engineering capability of soil...